HomeMy WebLinkAbout41-18 Site PlanSITE
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EBEAT18001
1"=20'
CJM
2018-10-16
RAM
SHEET
APPROVED BY
OF1 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL
INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES
FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFROM.
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PREPARED FOR:
OWNER/DEVELOPER
KRA FOOD SERVICES
625 MILLWOOD PIKE
WINCHESTER, VA. 22601
(540) 665-0405
FOXE TOWNE PLAZA
PHASE 3
SITE DEVELOPMENT PLAN
SP#41-18
FREDERICK COUNTY, VIRGINIA
ORIG SUBMISSION DATE: OCTOBER 23, 2018
JANUARY 3, 2019
LOCATION MAP
Scale: 1" = 2000'
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CALL 1-800-552-7001
CALL BEFORE YOU DIG
ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA
SECTION 56-265.17 REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR
BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC.
TICKET NUMBER(S):
PREPARED BY:
PENNONI ASSOCIATES INC.
117 East Piccadilly Street
Winchester, VA 22601
T 540.667.2139
F 540.665.0493
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NOT FOR CONSTRUCTION
CS000
P
No. 20674
RONALD A. MISLOWSKY, JR.
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01-03-2019
VERIZON
WINCHESTER, VA. 22602
404 HILLANDALE LANE
TELEPHONE SERVICE
(540) 665-3156
WINCHESTER, VA. 22604
P.O. BOX 1877
WATER/SEWER DISTRICT
(540) 868-1061
(540) 622-5124
ELECTRIC SERVICE
137 KELLEY COURT
FRONT ROYAL, VA. 22630
COMCAST COMMUNICATIONS
(540) 504-0942
195 RAINVILLE ROAD
CABLE SERVICE
WINCHESTER, VIRGINIA 22602
LOCAL UTILITIES
RAPPAHANNOCK ELECTRIC
WASHINGTON GAS
(540) 869-1111
P.O. BOX 2400
GAS SERVICE
WINCHESTER, VIRGINIA 22604
FREDERICK WATER
APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR
SHEET INDEX
Sheet No.Title Desc.
1 COVER SHEET
2 NOTES AND LEGEND
3 OVERALL SITE PLAN
4 GRADING AND DRAINAGE PLAN
4A PAVING PLAN AND TYPICAL SECTIONS
5 SITE DETAILS
6 SITE DETAILS
7 FREDERICK WATER DETAILS
8 EROSION AND SEDIMENT CONTROL PLAN PHASE I
8A EROSION AND SEDIMENT CONTROL PLAN PHASE II
8B EROSION AND SEDIMENT CONTROL NOTES
9 EROSION AND SEDIMENT DETAILS
10 SWM & STORM SEWER CALCULATIONS
10A STORM SEWER PROFILES
10B PRE-DEVELOPMENT DRAINAGE MAP
10C POST-DEVELOPMENT DRAINAGE MAP
11 LANDSCAPE PLAN
12 LANDSCAPE DETAILS & CALCULATIONS
13 LIFE SAFETY PLAN
14 PHOTOMETRIC PLAN
15 PHOTOMETRIC DETAILS
PARKING LOT LANDSCAPE CALCULATIONS:
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EBEAT18001
1"=20'
CJM
2018-10-16
RAM
SHEET
APPROVED BY
OF2 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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NOT FOR CONSTRUCTION
CS001
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
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GENERAL CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND
PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETE INSTALLATION OF
THE UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS
NECESSARY FOR THE COMPLETE FACILITY, READY FOR USE. UNLESS OTHERWISE
NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE
STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION, THE CITY OF WINCHESTER PUBLIC UTILITIES AND PUBLIC WORKS
DEPT. AND THE CONTRACT DOCUMENTS.
2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER,
SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN
THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE
THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY
COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-552-7001.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL
DIMENSIONS, ELEVATIONS AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY
EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. THE CITY PUBLIC WORKS DEPT.
OR THE ENGINEER WILL APPROVE ALL CUT SHEETS.
4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE
WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR
THE OWNER.
5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK
PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY.
6. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED FOR THIS WORK
AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED.
7. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION
SHALL BE PROVIDED WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND
MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A
GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISKED LEVELED
AND SEEDED TO ACHIEVE LAWN CONDITIONS.
8. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS
AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE
FREDERICK COUNTY. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND
8A. CONTRACTOR SHALL PROVIDE THE PUBLIC UTILITIES DEPT. 24 HOUR NOTICE
PRIOR TO TAPPING EXISTING WATER MAINS.
9. TEMPORARY TERMINATION OF SEWER LINES SHALL BE PLUGGED WATERTIGHT. THE
END OF THE LINE SHALL BE MARKED WITH A TREATED 2 INCH X 4 INCH POST
EXTENDING AT LEAST 18 INCHES ABOVE THE GROUND. THE TOP 6 INCHES SHALL
BE PAINTED GREEN, AND THE CUT DEPTH TO THE LINE INVERT SHALL BE SHOWN.
10. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND
SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE
CITY OF WINCHESTER.
11. AFTER REMOVAL OF ALL TOPSOIL, THE SUBGRADE SHOULD BE PROOFROLLED WITH APPROVED
CONSTRUCTION EQUIPMENT PRIOR TO FILL REPLACEMENT. ALL SUBGRADE AREAS SHALL
BE STABLE PRIOR TO FILL PLACEMENT. ALL FILL AND BASE MATERIAL SHALL BE
12. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. TEMPORARY
STREET SIGNS MUST BE POSTED AS CONSTRUCTION BEGINS. ACCESS TO FIRE
HYDRANTS IS NOT TO BE IMPEDED AT ANY TIME BY CONSTRUCTION MATERIALS, PARKED
CARS ETC..
13. MANHOLE RIMS, VALVE BOXES, ETC. TO BE ADJUSTED TO MATCH PROPOSED ELEVATIONS
SHOWN IN THESE PLANS.
14. IF BLASTING IS REQUIRED THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE
NECESSARY FIRE DEPARTMENT PERMITS.
15. THIS PROJECT ENTAILS CONSTRUCTION OVER AND IN CLOSE PROXIMITY TO EXISTING
GAS MAIN. THE CONTRACTOR WILL NOTIFY WASHINGTON GAS COMPANY (PHONE NO.
868-7925) BEFORE EXCAVATING NEAR THIS GAS MAIN.
EROSION AND SEDIMENT CONTROL NOTES:
90% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE SAME STANDARD.
ASTM D 698 (STANDARD PROCTOR). LANDSCAPED AREAS SHALL BE COMPACTED TO
COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY
COMPACTION TESTING SHALL BE PERFORMED BY A QUALIFIED GEOTECHNICAL ENGINEER
REGISTERED IN THE COMMONWEALTH OF VIRGINIA OR A QUALIFIED REPRESENTATIVE
UNDER DIRECT SUPERVISION OF THE ENGINEER.
8B. PROPOSED WATER MAINS WILL REQUIRE TESTING IN ACCORDANCE WITH PUBLIC
UTILITY SPECIFICATIONS. THE CONTRACTOR SHALL SCHEDULE THESE TESTS AND
PROVIDE ASSISTANCE AS NECESSARY.
8C. SHOULD MAINTENANCE OF WATER OR SEWER LINES WITHIN EXISTING EASEMENTS
REQUIRE DISTURBANCE OF PROPOSED IMPROVEMENTS, THE OWNER IS RESPONSIBLE
FOR REPAIR OF THOSE ITEMS.
ARRANGE FOR INSPECTION AS NECESSARY. EXACT LOCATIONS FOR WATER AND SEWER
SERVICES TO BE DIRECTED BY THE CITY OF WINCHESTER INSPECTOR IN THE FIELD.
CONTRACTOR TO PROVIDE ASSISTANCE AS THE INSPECTOR MAY REQUIRE.
16. BUILDING STORM DRAINS SHALL BE SIZED ACCORDING TO THE 2012 VIRGINIA PLUMBING
CODE AND DISCHARGE INTO A STORM SEWER OR OTHER MEANS TO PREVENT A NUISANCE.
17. PHOTOMETRIC & ENERGY CALCULATIONS INDICATE THAT THE WATTS PER SQ. FT. MEET THE
REQUIREMENTS OF THE 2012 INTERNATIONAL ENERGY CODE. THIS INFORMATION WILL BE
PROVIDED AT THE BUILDING PERMIT STAGE.
1. PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY, IT WILL BE
NECESSARY TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING
WITH PUBLIC WORKS STAFF TO DISCUSS THE APPROVED EROSION AND
SEDIMENT CONTROL PLAN. NO PRE-CONSTRUCTION MEETINGS WILL BE
SCHEDULED PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT FOR
THE SUBJECT PROJECT. THE LAND DISTURBANCE PERMIT WILL BE ISSUED
BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS.
2. CONTRACTOR TO CONTACT THE PUBLIC WORKS DEPARTMENT TO
SCHEDULE THE REQUIRED EROSION AND SEDIMENT CONTROL MEASURES
INSPECTIONS AS INDICATED BY THE PROGRAM ADMINISTRATOR. IF THE
EROSION AND SEDIMENT CONTROL MEASURERS HAVE BEEN INSTALLED IN
ACCORDANCE WITH THE APPROVED PLAN, THE DEPARTMENT OF PUBLIC
WORKS WILL GRANT APPROVAL TO INITIATE LAND DISTURBING ACTIVITIES.
3. PRIOR TO RELEASE OF BUILDING PERMITS, THE FOLLOWING ITEMS SHALL
BE COMPLETED: A) SUBDIVISION SHALL BE STABILIZED IN ACCORDANCE
WITH THE APPROVED PLAN (I.E., ROAD SURFACE, STORMWATER
CONVEYANCE SYSTEM, CURB AND GUTTER, SIDEWALKS, CHANNEL
LININGS, VEGETATIVE COVER, STC.) B) SUBMITTAL OF CERTIFIED
AS-BUILT OF THR SUBDIVISION WHICH CONTAINS THE FOLLOWING ITEMS:
STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, DRAINAGE
CHANNELS AND DITCHES, STORMWATER POND. A LETTER FROM THE
ENGINEER-OF-RECORD SHALL BE INCLUDED WITH THE AS-BUILT WHICH
STATES THAT THE SUBDIVISION HAS BEEN CONSTRUCTED IN
ACCORDANCE WITH THE APPROVED PLAN. C) INDIVIDUAL SUBDIVISION LOT
GRADING PLANS SHALL BE SUBMITTED BY THE BUILDER AT THE TIME OF
THE BUILDING PERMIT APPLICATION FOR EACH LOT PROPOSED FOR
CONSTRUCTION.
4. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND
METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL
GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE
CONSTRUCTION PERIOD.
5. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING
CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT
THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE
SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST
POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN
DENUDED FOR MORE THAN 7 CALENDAR DAYS WHEN CONSTRUCTION IS
NOT IN PROGRESS.
6. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS
IMMEDIATELY UPON COMPLETION OF PIPE-LAYING IN THE AFFECTED AREA.
7. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS
CONSTRUCTION SHALL BE PROVIDED WITH 6" TOPSOIL, FERTILIZED,
SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND
CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS
COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO
ACHIEVE LAWN CONDITIONS.
ABBREVIATIONS
A ARC
AC ACRE
@ AT
BM BENCH MARK
BLDG BUILDING
BRL BUILDING RESTRICTION LINE
CL CENTERLINE
C RATIONAL RUNOFF COEFFICIENT
CG CURB & GUTTER
CH CHORD
CO CLEAN OUT
CON CONCRETE
CMP CORRUGATED METAL PIPE
CY CUBIC YARDS
XING CROSSING
DI DROP INLET
DIA DIAMETER
DNG DRAINAGE
EL / ELEV ELEVATION
EP EDGE OF PAVEMENT
ESMT EASEMENT
EX EXISTING
FC FACE OF CURB
FH FIRE HYDRANT
FF FIRST FLOOR OR FINISHED FLOOR
FL FLOW LINE
FM FORCE MAIN
GV GATE VALVE
HP HIGH POINT
IE INVERT ELEVATION
IRF IRON ROD FOUND
IRS IRON ROD SET
LAT LATERAL
LF LINEAR FEET
LOS LANDSCAPE OPEN SPACE
LT LEFT
LTP LIGHT POLE
LP LOW POINT
MAX MAXIMUM
MIN MINIMUM
OS OFFSET
PRL PARKING RESTRICTION LINE
PCC POINT OF COMPOUND CURVATURE
TEST HOLE .........................
PARKING SPACES NUMBER .............
BUILDING WALL .....................
DOOR LOCATION .....................
LIMITS OF GRADING .................
BENCHMARK .........................
77
PROPOSED
CG-6R
TREE LINE .........................
TREE ..............................
SANITARY STRUCTURE LABEL ..........
WATER METER .......................
SPOT SHOT .........................
SIGN ..............................
FIRE HYDRANT ......................
STREET LIGHT ......................
UTILITY POLE ......................
WATER VALVE .......................
TRAFFIC SIGNAL POLE ...............
FENCE LINE ........................
UNDERGROUND TELEPHONE .............
OVERHEAD TELEPHONE ................
UNDERGROUND ELECTRIC ..............
OVERHEAD ELECTRIC .................
STORM STRUCTURE LABEL .............
WATERMAIN .........................
SANITARY SEWER ....................
STORM SEWER .......................
EDGE OF PAVEMENT ..................
CURB AND GUTTER ...................
CONTOURS ..........................
STREET CENTERLINE .................
PROPERTY LINE .....................
24
TRANS.CG-6
EXISTING
24
PAVEMENT BORING .....................
PAVEMENT CORES .....................
FORCE MAIN ..............
PW PWPROCESS WATER ..............
GAS LINE ........................
FIBER OPTIC ........................
FIRE LINE ........................
PW PW
FIRE RISER ......................
POST INDICATOR VALVE ......................
WV
PROJECT SUMMARY
BASIS OF NORTH VA STATE PLANE COORDINATE SYSTEM
PROPOSED UTILITIES SITE WILL BE SERVED BY FREDERICK WATER.
ENVIRONMENTAL FEATURES NO WETLANDS, WET OR INTERMEDIATE STREAMS, CAVES, SPRINGS,
SINKHOLES OR SEVERE SLOPES HAVE BEEN IDENTIFIED
TO DATE ON THE PROJECT PARCEL AREA.
35'77.2'± FRONT
FAR PROVIDED
MINIMUM GREENSPACE AREA
GREENSPACE AREA PROVIDED
0.16
0.56 AC. (38%)
0.22 AC. (15%)
67.0'±
0.4'±
RIGHT SIDE
FAR ALLOWED
0'REAR
1
145.9'±
PROVIDED
DISTURBED AREA
SETBACKS
LEFT SIDE
REQUIRED
1.46 ACRES
DEVELOPED PARCEL AREA 1.46 ACRES
ZONING
ADDRESS
PROPOSED USE
CURRENT USE
FOXRIDGE LANE
B2
VACANT
MERCANTILE (FLOORING SALES) - CONSTRUCTION TYPE BB
MASTER DEVELOPMENT PLAN 05-02
NUMBER OF STORIES ONE
GROUND FLOOR AREA (BLDG. 1)10,460 SF.
0'
0'
PCR POINT OF CURB RETURN
PC POINT OF CURVATURE
PP POWER POLE
PRC POINT OF REVERSE CURVATURE
PVI POINT OF VERTICAL INTERSECTION
PVC POINT OF VERTICAL CURVATURE OR
POLYVINYL CHLORIDE
PVMT PAVEMENT
PVT POINT OF VERTICAL TANGENCY
PT POINT OF TANGENCY
PL PROPERTY LINE
PROP PROPOSED
R RADIUS
RED REDUCER
RCP REINFORCED CONCRETE PIPE
RT RIGHT
ROW RIGHT-OF-WAY
PW PROCESS WATER - SANITARY
SAN SANITARY
SEW SEWER
SHLD SHOULDER
SHT SHEET
SD SIGHT DISTANCE
SF SQUARE FOOT
STA STATION
SWM STORMWATER MANAGEMENT
STM STORM
SY SQUARE YARDS
TC TOP OF CURB
TEMP TEMPORARY
TS TOP OF SIDEWALK
TW TOP OF WALL
TYP TYPICAL
UE UNDERGROUND ELECTRIC
UG UNDERGROUND GAS
UT UNDERGROUND TELEPHONE
UTV UNDERGROUND TELEVISION
VC VERTICAL CURVE
W WATER
WL WATERLINE
WM WATER METER
WS WATER SURFACE
WW WASTE WATER
CP CONCRETE POST STORM SEWER MANHOLE ................
SAN. SEWER MANHOLE ................
EM ELECTRIC METER
GA GUY ANCHOR
GM GAS METER
LOT 195D 1.46 ACRES
BUILDING HEIGHT 35' (MAX.)22'(+/-)
TAX IDENTIFICATION NUMBER 42-A-195D
ABBREVIATION DEFINITION
CORRUGATED METAL PIPE
CONCRETE POST
DRAINAGE MANHOLE
FINISHED FLOOR ELEVATION
FLOOD LIGHT
GUY ANCHOR
GAS METER
GAS VALVE
HANDICAP PARKING SIGN
INVERT
3' LIGHT POST
METAL POST
METAL SIGN POST
METAL TRAFFIC SIGNAL POLE
REINFORCED CONCRETE PIPE
SANITARY MANHOLE
SPEED LIMIT SIGN
TELEPHONE RISER BOX
WATER METER
WOOD POWER POLE
WOOD TELEPHONE POLE
WATER VALVE
MAPLE
PINE
WALNUT
LEGEND
U/G ELECTRIC LINE
FENCE
IRON ROD FOUND
IRON PIPE FOUND
ELECTRIC METER
GENERAL NOTES:
1.ALL CONSTRUCTION SHALL CONFORM TO CURRENT FREDERICK COUNTY AND VIRGINIA DEPARTMENT OF
TRANSPORTATION STANDARDS AND SPECIFICATIONS, AND ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS
2.THE PARCEL SHOWN ON THIS SITE PLAN IS IDENTIFIED ON FREDERICK COUNTY PARCEL MAP BY THE TAX MAP
NUMBER 54 A 36T AND ZONED M1 (LIGHT INDUSTRIAL). THE PROPERTY IS OWNED BY WINCHESTER INDUSTRIAL
PROPERTIES LLC AND RYAN LLC AS SHOWN IN INSTRUMENT NUMBER 137.
3.THE PROPERTY LINES DEPICTED HEREON ARE PER A COMPILATION OF INSTRUMENTS OF RECORD OF THE SUBJECT
PROPERTY AND ADJOINING PROPERTIES AND DO NOT REFLECT OR REPRESENT A FIELD RUN BOUNDARY SURVEY
PERFORMED BY PENNONI ASSOCIATES . NO TITLE REPORT FURNISHED.
4.TOPOGRAPHIC INFORMATION SHOWN IS BASED ON FIELD SURVEY PREPARED BY MARSH & LEGGE IN THE SPRING OF
2018. GRID BASED ON VIRGINIA STATE PLAN COORDINATE SYSTEM NORTH ZONE NAD 1983. VERTICAL DATUM BASED
ON NAVD 1988.
5.THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE DEVELOPER OR HIS AGENT OF ANY LEGAL
RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY OTHER ORDINANCE ENACTED BY THE
COUNTY OF FREDERICK.
6.STANDARD GUARD AND HAND RAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FINAL
FIELD INSPECTION BY FREDERICK COUNTY AND/OR VIRGINIA DEPARTMENT OF TRANSPORTATION.
7.CONTROLLED FILLS MUST BE COMPACTED TO 95% AS DETERMINED PER STANDARD PROCTOR T-99 OR ASTM D698.
DENSITY MUST BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER AND RESULTS SUBMITTED TO THE
COUNTY OF FREDERICK PRIOR TO FOOTING CONSTRUCTION. THE COUNTY WILL ONLY INSPECT CONTROLLED FILLS
AS THEY RELATE TO INSTALLATION OF COUNTY MAINTAINED WATERLINES AND SANITARY SEWER LINES.
RESPONSIBILITY FOR INSPECTION ON CONTROLLED FILLS UNDER FOOTING WILL FALL TO THE OWNER'S DESIGNEE.
8.AT LEAST 10 DAYS PRIOR TO CONSTRUCTION ACTIVITY, THE CONTRACTOR MUST OBTAIN ITS TEST PIT DATA AS
INDICATED ON THE PLAN SET AND COORDINATE WITH THE INSPECTOR. IF THE TEST RESULTS SHOW A POTENTIAL
CONFLICT OR NON-COMPLIANCE WITH THE APPROVED PLAN, REVISIONS TO THE PLAN MUST BE SUBMITTED FOR
APPROVAL. IN SUCH INSTANCES, NO WORK SHALL COMMENCE UNTIL CONFLICTS ARE RESOLVED AND REVISIONS
APPROVED.
9.ALL CONTROLLED FILL, BASE, SUBBASE AND SUBGRADE MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL
MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-99 A, WITHIN ±2% OF OPTIMUM MOISTURE FOR THE FILL OF
ANY DEDICATED RIGHT-OF-WAY AND ALL TOWNHOUSE, COMMERCIAL AND INDUSTRIAL PARKING LOTS; PRIVATE
STREETS; PARKING BAYS; CURB AND GUTTER; AND SIDEWALKS ADJACENT TO STREETS AND PARKING LOTS(NOT
INTENDED TO INCLUDE LEADWALKS). DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. CONTROLLED
FILLS SHALL BE COMPACTED IN NO GREATER THAN EIGHT-INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED
BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED
SOILS ENGINEER AND THE DIRECTOR OF PUBLIC WORKS. CONTROLLED FILL MATERIAL TO BE SPECIFIED BY
GEOTECHNICAL ENGINEER.
10.ALL EXISTING UNDERGROUND UTILITIES , UNLESS OTHERWISE NOTED ON PLAN SET, SHALL BE PHYSICALLY LOCATED
BY THE CONTRACTOR PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. WHEN
DURING THE COURSE OF CONSTRUCTION ANY OBSTACLE OF A DUBIOUS NATURE IS ENCOUNTERED, THE
CONTRACTOR SHALL CEASE IN THAT AREA IMMEDIATELY NOTIFY THE PROPER AUTHORITY, FREDERICK COUNTY,
AND/OR THE ENGINEER.
11.NO BLASTING IS PERMITTED WITHIN 25' OF EXISTING WATER AND SEWER UTILITIES.
12.A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE
OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER IN THE ROADWAY.
13.EMERGENCY VEHICLE ACCESS SHALL BE PROVIDED DURING CONSTRUCTION.
14.ALL EXISTING STRUCTURES, TANKS, FARM DUMPS, ETC., SHALL BE CAREFULLY REMOVED AND DISPOSED OF AT AN
APPROVED WASTE DISPOSAL SITE.
15.THE APPLICANT AND/OR CONTRACTOR SHALL HAVE A CLEARLY READABLE COPY OF THE APPROVED PLANS AND
SPECIFICATIONS AVAILABLE ON THE PROPERTY AT ALL TIMES.
16.ALL DAMAGE RESULTING FROM CONSTRUCTION OPERATIONS TO STREETS, ROADS, HIGHWAYS, SHOULDERS, DITCHES,
EMBANKMENTS, CULVERTS, BRIDGES, SANITARY SEWER, WATER MAINS OR OTHER PUBLIC OR PRIVATE PROPERTY OR
FACILITY, REGARDLESS OF LOCATION OR CHARACTER, WHICH MAY BE CAUSED BY CONSTRUCTION AND/OR MOVING,
HAULING, OR OTHERWISE TRANSPORTING EQUIPMENT, MATERIALS OR MEN TO OR FROM THE WORK OR ANY PART
OF THE SITE THEREOF, SHALL BE THE RESPONSIBILITY OF THE APPLICANT, HIS CONTRACTOR OR SUBCONTRACTOR.
17.APPROVAL OF THIS PLAN SHALL IN NO WAY GRANT PERMISSION BY THE COUNTY FOR THE DEVELOPER TO TRESPASS
ON OFFSITE PROPERTIES.
18.NO BUILDING OR OTHER STRUCTURE SHALL BE LOCATED IN A MANNER OR BUILT TO A HEIGHT WHICH CONSTITUTES
A HAZARD TO AIR TRAFFIC WITHOUT CERTIFICATION FROM THE FEDERAL AVIATION ADMINISTRATION.
19.THE APPROVAL OF THIS PLAN SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE
LOCAL, STATE AND FEDERAL REQUIREMENTS.
20.ACCORDING TO THE NATIONAL WETLANDS INVENTORY THERE ARE NO WETLAND AREAS PRESENT ON THIS
PROPERTY.
21.THERE ARE NO FLOODPLAIN AREAS LOCATED ON THE PROPERTY THAT IS THE SUBJECT OF THIS APPLICATION. THE
CURRENT FLOOD INSURANCE RATE MAP (FIRM) OF FREDERICK COUNTY PANEL NUMBER FOR THE PROPERTY THAT IS
THE SUBJECT OF THIS APPLICATION IS 51069C0209D, EFFECTIVE SEPTEMBER 02, 2009.
22.PLANTING AND MAINTENANCE OF MATERIALS SHALL BE DONE ACCORDING TO GUIDELINES SET FORTH IN THE
VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK AND ALL REQUIREMENTS OF THE CONTRACT
DOCUMENTS.
MONUMENT SIGN NONE PROPOSED
NOTE: ALL SIGNAGE REQUIRES A SEPARATE BUILDING
PERMIT AND WILL BE CONSISTENT WITH FREDERICK
COUNTY ZONING ORDINANCE §165-201.06.
AREA: 50 SF. (MAX.) HEIGHT: 12' (MAX.)
PARKING TABULATIONS REQUIRED PROVIDED
CARPET SALES (1 PER 400 SF)26 27
TOTAL PARKING 26 27
HANDICAP PARKING 2 2
LOADING SPACES 1 1
FREDERICK WATER - SERVICE DEMANDS
CONNECTION NUMBER OF
CONNECTIONS
GPD / CONNECTION
(AVG. DAY)GPD (AVG. DAY)GPD / CONNECTION
(MAX. DAY)GPD (MAX. DAY)
COMMERCIAL 1 300 300 300 300
TOTAL 1 300 300 300 300
FIRE HYDRANTS (6" PIPE)1
FREDERICK WATER
SITE CONSTRUCTION NOTES
1. A WATER SHUT DOWN PLAN SHALL BE PREPARED BY THE CONTRACTOR AND APPROVED BY FREDERICK WATER.
2. CONTRACTOR SHALL COORDINATE WATER SHUT DOWN WITH AFFECTED PARTIES AND APPLICABLE AGENCIES.
3. ALL WORK SHALL BE PER FREDERICK WATER INSPECTOR'S REQUIREMENTS.
4. FREDERICK WATER SHALL FURNISH & INSTALL THE FOLLOWING:
4.1. WATER SERVICE; TAP THROUGH METER
4.2. SANITARY SEWER LATERAL; CORE DRILL MH, 10 LF OF 4" SDR 35/26 PIPE
4.3. FIRE HYDRANT; WET TAP, HYDRANT ASSEMBLY, AND BOLLARDS
BUILDING & INSPECTION NOTES:
1.BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 311,S STORAGE)
OF THE VIRGINIA BUILDING CODE/2015. OTHER CODE THAT APPLIES ARE THE VIRGINIA MECHANICAL CODE FOR AIR
CHANGE, THE ICC ANSI A117.1-3-09 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, 2015 VIRGINIA ENERGY
CODE AND 2012 INTERNATIONAL FIRE CODE.
2.BUILDINGS SHALL COMPLY WITH 2015 VIRGINIA ENERGY CODE. ALL SYSTEMS SHALL BE INCLUDED IN THE
EVALUATION OF THE BUILDING PERFORMANCE.
3.ALL STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VA DESIGN PROFESSIONAL.
PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF THE VBC FOR SPECIAL INSPECTIONS FOR THIS TYPE OF
STRUCTURE, (SOIL, CONCRETE, BOLTS, ETC).
CO
CO
CO
IRT w/CAP 9601
N=7123615.053
E=11573624.916
ELEV.=827.30
TRAV. 9602
N=7123537.818
E=11573742.342
ELEV.=823.37
PIN 42-A-195C
ALLEN HOTELS, LLC
INST. 030011335
USE: HOLIDAY INN EXPRESS
ZONE: B2
LOT 4PIN 42-A-195D1.4607 AC.ZONE: B2VACANT
PIN 42-A-195B
ALLEN FOOD SERVICE, LLC
INST. 030008834
USE: ARBY'S RESTAURANT
ZONE: B2
PIN 42-A-196
HENRY J. & EVELYNE D. FERRIS
DB 568 PG 309
USE: SHEETZ CONVENIENCE STORE
ZONE: B2
PIN 42-A-195
KRA FOOD SERVICES, LLC
DB 907 PG 1670
USE: KFC RESTAURANT
ZONE: B2
RIM=828.69
INV.=824.59
RIM=830.98
IN=823.38
OUT=823.18
RIM=829.70
IN=822.30
OUT=822.20
RIM=829.29
IN=822.19
OUT=821.99 FOXRIDGE LANE - RTE. ___
VARIABLE WIDTH R/W
SPEED LIMIT 25 MPH.
N
0
2
°
4
4
'
5
1
"
E
7
0
.
5
8
'
N 53°
1
9
'
0
4
"
E
61.28
'
N 85°13'39" E
50.72'
N 53°
1
9
'
0
4
"
E
104.6
2
'
N
2
5
°
1
6
'
1
2
"
E
86
.
1
9
'
S 6
9
°
3
4
'
5
8
"
E
81.7
9
'
S
2
0
°
2
5
'
0
2
"
W
20
.
4
5
'
S 6
9
°
3
4
'
5
8
"
E
82.9
5
'
S
0
2
°
4
5
'
2
9
"
W
1
9
2
.
7
1
'
N 87°15'09" W
362.17'
SANITARY SEWER
& WATER ESM'T
INST. 030005434
SA
N
I
T
A
R
Y
S
E
W
E
R
&
W
A
T
E
R
E
S
M
'
T
IN
S
T
.
0
3
0
0
0
5
4
3
4
20' WATER ESM'T
INST. 030005434
20' WATER ESM'T
INST. 030005434
20' WATER ESM'T
INST. 030005434
FOX RIDGE TOWN HOMES
ZONE: RP
ZONE: B2
ZONE: RP
ZONE: B2
ZONE: RP
18
.
8
'
86.
6
'
1
2
2
.
0
'
58.
1
'
38.0'
7
0
.
6
'
17.
3
'
1
6
.
2
'
0.4
'
F
R
O
M
P
R
O
P
.
L
I
N
E
0.5
'
F
R
O
M
E
S
M
T
.
6
8
9
10'
18
'
20
'
9'
8'
8'
1
0
'
8'
18'
PRO
P
O
S
E
D
B
U
I
L
D
I
N
G
10,
4
6
0
S
F
FF=
8
2
9
.
0
0
24
.
0
0
'
C
G
-
6
C
G
-
6
R
CG-6R
CG-6
CG-6
CG-6R
C
G
-
6
R=10'
R=
2
0
'
R=
2
'
R=5'
R=6'
R=1
3
8
'
R
=
2
'
R=2
'
R
=
2
'
CG-6
6
"
H
E
A
D
E
R
C
U
R
B
5'
C
O
N
C
.
S
I
D
E
W
A
L
K
SAW CUT &
M
A
T
C
H
EXISTING
C
G
1
2
D
U
M
P
S
T
E
R
24.
5
'
R
=
2
5
'
R=
4
0
'
R=
2
5
'
R=12'
R=
2
5
'
R=
4
0
'
R=
2
2
'
RET
.
W
A
L
L
4
R=1
8
'
CG-6R
FLUME
SAW CUT & MATCH
GUTTER TO EX. PVMT.
SAW CUT & MATCH
GUTTER TO EX. PVMT.
1
0
'
18'
R=2
'
1
0
'
EX. ACCESS DRIVE AND CUL-DE-S
A
C
INSTALLED PER SITE PLAN #31-0
2
,
APPROVED 01/29/2003
35' FRONT YARD SETBACK
67.
0
'
77
.
2
'
145.9
'
6' HIGH OPAQUE BOARD FENCE
WITH DOUBLE SWING GATE
4
5
'
X
1
2
'
L
O
A
D
I
N
G
A
R
E
A
24
.
0
0
'
3' C
O
N
C
.
S
I
D
E
W
A
L
K
5' CONC. SIDEWALK
6' HIGH OPAQUE FENCE
LP
EX. 10" TREE TO BE REMOVED FROM
FREDERICK WATER EASEMENT.
LP
LP
LP
LP
LP
LP
12'
CG-9B
10' X 14'
OVHD DOOR
3' C
O
N
C
.
S
I
D
E
W
A
L
K
2
.
0
'
2
.
0
'
1
0
.
0
'
1
0
.
0
'
2 HR. FIRE WALL REQUIRED FOR ANY PORTION OF THE
WALL WITHIN 10' OF THE PROPERTY / LOT LINE.
THE WALL SHALL BE RATED FOR FIRE FROM INTERIOR
AND EXTERIOR OF THE WALL. NO OPENINGS ARE
PERMITTED WITHIN THIS SPACE. A PARAPET WALL SHALL
BE PROVIDED AS REQUIRED IN SECTION 705.11
FOR PORTIONS OF THE WALL WITHIN 2' OF THE
PROPERTY / LOT LINE, NO PROJECTIONS OUTSIDE THE
FACE OF WALL ARE ALLOWED
1 HOUR FIRE DOOR IS
REQUIRED FOR INTERIOR
AND EXTERIOR FIRE, FOR
DOORS LESS THAN 10 FEET
FORM THE PROPERTY LINE.
2.2 CI NYLOPLAST 2'X3'
TD 6" TRENCH DRAIN
1 (60" RISER)
RIM=825.90
INV IN=823.52 ()
INV OUT=823.52
62' OF 30" X 19" 30" X 19" RCEP @ 0.
4
8
%
2.1 48" MH-1
59' OF 15" RCP CL III @ 0.49%
2 ES-1 18"
INV=823.70
78
'
O
F
1
8
"
R
C
P
C
L
I
I
I
@
0
.
4
6
%
2.3 MH-1 48"
25' OF 15" RCP CL III @ 0.52%
3.1 CI NYLOPLAST 2'X3'
3 ES-1 12"
INV=824.00
17' OF 12" CPP @ 0.88%
CO1 CLEANOUT
25' OF 8" DIP @ 0.52%
4 ES-1 8"
INV=823.83
25' OF 8" DIP @ 0.15%
5.2 MH-1 48"
*REMOVE 5.5 LF OF EX 15"
CULVERT AND INSTALL STR. 5.1
5 ES-1 15"
INV=824.30
97' OF 15" HDPE @ 0.43%
CO2 CLEANOUT
CO3 CLEANOUT
25' OF 8" DIP @ 0.15%
3
7
'
O
F
8
"
D
I
P
@
0
.
1
4
%
EX A GRATE
GRATE 829.83
INV OUT 825.33 (5.2)
*STR. TO BE CLEANED AND FLUSHED
PRIOR TO INSTALLATION OF STR 5.1
E
X
.
9
2
'
O
F
1
5
"
C
P
P
@
0
.
6
3
%
STORM CLEANOUTS SHALL BE
TRAFFIC BEARING NYLOPLAST
REMOVE 18' OF EX. 30"X19" RCEP.
INSTALL NEW RISER AT NEW INV=823.52
EX B GRATE
GRATE 827.36
INV OUT 824.66 (2.3)
8' OF 15" HDPE @ 0.38%
5.1 48" MH-1
5.2 MH-1 48"
LOW-FLOW ORIFICE (10" HDPE @ 0.00%
W/ 9" RESTRICTOR PLATE & LOW-FLOW
TRASH RACK; INV=823.52
M
FH ASM. WITH
BOLLARDS (TYP.)
WATER SERV.
LATERAL & 1" METER
*NEW RIM = 827.20
4" LAT =823.00 (MATCH BENCH)
INV=823.40 (4" LAT)
36'
O
F
4
"
S
D
R
-
3
5
/
2
6
@
1
.
1
2
%
RELOCATE 27' OF
8" WATERLINE
0+00
0+50
TEST PIT
RELOCATED WATERLINE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 4'
815
820
830
840
815
820
830
840
-0+25 0+00
82
9
.
1
82
8
.
0
0
82
9
.
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27' - 8" DIP CL52
WATERLINE
EX. 8" WATERLINE
EX GRADE
FIN. GRADE
18" MIN. CLEAR
15" CPP
STA. 0+21.02 - INV. 824.57
TEST PIT
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1"=20'
CJM
2018-10-16
RAM
SHEET
APPROVED BY
OF3 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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NOT FOR CONSTRUCTION
CS300
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
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FOH
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SSIONA L E N G I N
E
EE
R
00 20'40'
01-03-2019
AS AN INITIAL ITEM OF CONSTRUCTION, THE CONTRACTOR SHALL TEST PIT THE EXISTING
WATERMAIN TO VERIFY ITS ELEVATION TO CONFIRM IF RELOCATION, AS SHOWN ON THE
PLAN, IS REQUIRED.
RELOCATE EXISTING WATERMAIN TO PROVIDE 18" MIN. CLEARANCE FROM PROPOSED STORM
PIPE.
WATERMAIN RELOCATION SHALL BE PER FREDERICK WATER INSPECTOR'S REQUIREMENTS.
SITE NOTES:
1. FOXE TOWNE PLAZA IS SUBJECT TO A CROSS ACCESS EASEMENT. A 50' PRIVATE
ACCESS EASEMENT DOES EXIST ON THE SITE. THE DRIVEWAYS ON SITE HAVE NO
POSTED SPEED LIMIT.
2. THE PERMANENT INGRESS / EGRESS EASEMENT ON THE SITE IS DEDICATED TO
THE VIRGINIA DEPART OF TRANSPORTATION (VDOT) FOR A CUL-DE-SAC AT THE
END OF THE PUBLIC PORTION OF FOXRIDGE LN. FOXRIDGE LN., BEYOND THE FOXE
TOWNE PLAZA DRIVEWAY CONNECTION, IS A PRIVATE STREET.
CO
CO
CO
PIN 42-A-195C
ALLEN HOTELS, LLC
INST. 030011335
USE: HOLIDAY INN EXPRESS
ZONE: B2
LOT 4PIN 42-A-195D1.4607 AC.ZONE: B2VACANT
PIN 42-A-195B
ALLEN FOOD SERVICE, LLC
INST. 030008834
USE: ARBY'S RESTAURANT
ZONE: B2
PIN 42-A-196
HENRY J. & EVELYNE D. FERRIS
DB 568 PG 309
USE: SHEETZ CONVENIENCE STORE
ZONE: B2
PIN 42-A-195
KRA FOOD SERVICES, LLC
DB 907 PG 1670
USE: KFC RESTAURANT
ZONE: B2
RIM=828.69
INV.=824.59
RIM=830.98
IN=823.38
OUT=823.18
RIM=829.70
IN=822.30
OUT=822.20
RIM=829.29
IN=822.19
OUT=821.99 FOXRIDGE LANE - RTE. ___
VARIABLE WIDTH R/W
SPEED LIMIT 25 MPH.
SANITARY SEWER
& WATER ESM'T
INST. 030005434
SA
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0
3
0
0
0
5
4
3
4
20' WATER ESM'T
INST. 030005434
20' WATER ESM'T
INST. 030005434
20' WATER ESM'T
INST. 030005434
FOX RIDGE TOWN HOMES
ZONE: RP
ZONE: B2
ZONE: RP
ZONE: B2
ZONE: RP
0.4
'
F
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SAW CUT &
M
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RET
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W
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CG-6R
FLUME
SAW CUT & MATCH
GUTTER TO EX. PVMT.
SAW CUT & MATCH
GUTTER TO EX. PVMT.
1
0
'
EX. ACCESS DRIVE AND CUL-DE-S
A
C
INSTALLED PER SITE PLAN #31-0
2
,
APPROVED 01/29/2003
35' FRONT YARD SETBACK
6' HIGH OPAQUE BOARD FENCE
WITH DOUBLE SWING GATE
4
5
'
X
1
2
'
L
O
A
D
I
N
G
A
R
E
A
6' HIGH OPAQUE FENCE
LP
EX. 10" TREE TO BE REMOVED FROM
FREDERICK WATER EASEMENT.
LP
LP
LP
LP
LP
LP
12'
CG-9B
10' X 14'
OVHD DOOR
2
.
0
'
2
.
0
'
1
0
.
0
'
1
0
.
0
'
2 HR. FIRE WALL REQUIRED FOR ANY PORTION OF THE
WALL WITHIN 10' OF THE PROPERTY / LOT LINE.
THE WALL SHALL BE RATED FOR FIRE FROM INTERIOR
AND EXTERIOR OF THE WALL. NO OPENINGS ARE
PERMITTED WITHIN THIS SPACE. A PARAPET WALL SHALL
BE PROVIDED AS REQUIRED IN SECTION 705.11
FOR PORTIONS OF THE WALL WITHIN 2' OF THE
PROPERTY / LOT LINE, NO PROJECTIONS OUTSIDE THE
FACE OF WALL ARE ALLOWED
1 HOUR FIRE DOOR IS
REQUIRED FOR INTERIOR
AND EXTERIOR FIRE, FOR
DOORS LESS THAN 10 FEET
FORM THE PROPERTY LINE.
M
FH ASM. WITH
BOLLARDS (TYP.)
WATER SERV.
LATERAL & 1" METER
*NEW RIM = 827.20
4" LAT =823.00 (MATCH BENCH)
INV=823.40 (4" LAT)
36'
O
F
4
"
S
D
R
-
3
5
/
2
6
@
1
.
1
2
%
RELOCATE 27' OF
8" WATERLINE
0+00
0+50
TEST PIT
100 YR. FLOOD =826.97
10YR. FLOOD=826.24
2YR. FLOOD=825.54 82583
0
83
584
0
8
2
4
82682782882983
1832833834
83
6
83
7
83
8
83
9
830
830
828
8
2
8
829
8
2
9
8
2
5
8
2
3
8
2
4
8
2
6
82
7
8
2
8
8
3
0
82
682
7
8
2
8
8
2
9
82
7
8
2
7
830 8
2
6
8
2
7
8
2
8
8
2
9
825 824826
82
7828
1.75 %
MAT
C
H
E
X
C
&
G
TRA
N
S
I
T
I
O
N
T
O
C
G
6
MATCH EX C&G
TRANSITION TO CG6
MATCH EX C&G
TRANSITION TO CG6
MATCH EX C&G
TRANSITION TO CG6R
MATCH EX C&G
83
0
82
7
8
2
8
82
9
831
8
2
7
826
827
828
826
826
827
827
828
825
824
826
827
827
830
835
829
831
832
833
834
836
837
838
839
830
829
826
827
826
828
830
829
831
MAT
C
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E
X
C
&
G
TRA
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S
I
T
I
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N
T
O
C
G
6
R
8
2
6
8
2
7
8
2
7
829TC
90
829TC
60
829TC
60
830TC
47
829TC
95 828TC
40 827TC
67
827TC
00
8
2
5
T
C
7
0
827 EC50
827 EC50
828 TC00
827TC
90
827EP
30
825 EC00
825 EC00
825 TC50
829TC
76
831GR
50
831GR
00
828 TC
55
8
2
8
T
C
5
5
827
EP
83
8
2
7
E
P
8
1
8
2
7
E
P
8
0
8
2
7
E
P
3
0
8
2
7
T
C
5
8
8
2
7
E
P
2
5
828PVMT
65
827TC
73
825EP
67
826TC
00
832GR
00
825 BW10 825 BW20
825 SPT00
826EP
50
827EP
00
827EP
73
825 SPT20
827TC
50
827EP
28
827TC
95
827FL
00
829TC
50
827EP
40
827FL
23
828TC
25
826
EP
57
826
TC
90
826TC
33
826
TC62
826
EP29
82
6
TC87
82
6
EP54
827 TC24826EP60
8
2
6
T
C
9
4
8
2
6
E
P
6
0
8
2
6
T
C
7
3
8
2
6
E
P
7
6
8
2
7
T
C
1
0
8
2
7
E
P
0
7
8
2
7
T
C
4
0
827TC
25
826EP
92
827TC
40
826 EP
90
826EP
23
826TC
90
826 TC33
826 TC50
82
6
TC50
826
EP
21
827EP
56
828EX
50
826
TC
74
827EX
00
827EX
15
827TC
92
827EX
68
830 FC
43
830EX
51
829TC
30
828EP
69
828EP
33829TC
00
828FC
50
8
2
7
T
C
0
0
8
2
7
T
C
5
0
FORM ASPHALT PAVEMENT FOR
SHALLOW SWALE THROUGH LOT
827HP
50 827HP
50 827HP
50
828
.
9
5
828.
8
5
828.26
TC 828.19
TC 828.45
TC 828.65
TC 828.00
828
.
9
5
TC 827.93
TC 827.91
TC 828.58
TC 828.52
828.10
828.01
828.39
828.62
8
2
8
.
3
4
EP 827.95
FC 828.08
FC 827.93EP 827.93
FC 827.91
EP 827.91
FC 828.08
EP 827.89
828.56
828.90
828.90 828.28
827.44826.97
828.10
828.95
828.84
828.84
EP 827.33
828.94 828.95
828.95
828.
2
0 828.
3
0
829
828
.
5
0
828
.
6
5
828
.
4
0
828.95
828.90828.90
2.2 CI NYLOPLAST 2'X3'
TD 6" TRENCH DRAIN
1 (60" RISER)
RIM=825.90
INV IN=823.52 ()
INV OUT=823.52
62' OF 30" X 19" 30" X 19" RCEP @ 0.
4
8
%
2.1 48" MH-1
59' OF 15" RCP CL III @ 0.49%
2 ES-1 18"
INV=823.70
78
'
O
F
1
8
"
R
C
P
C
L
I
I
I
@
0
.
4
6
%
2.3 MH-1 48"
25' OF 15" RCP CL III @ 0.52%
3.1 CI NYLOPLAST 2'X3'
3 ES-1 12"
INV=824.00
17' OF 12" CPP @ 0.88%
CO1 CLEANOUT
25' OF 8" DIP @ 0.52%
4 ES-1 8"
INV=823.83
25' OF 8" DIP @ 0.15%
5.2 MH-1 48"
*REMOVE 5.5 LF OF EX 15"
CULVERT AND INSTALL STR. 5.1
5 ES-1 15"
INV=824.30
97' OF 15" HDPE @ 0.43%
CO2 CLEANOUT
CO3 CLEANOUT
25' OF 8" DIP @ 0.15%
3
7
'
O
F
8
"
D
I
P
@
0
.
1
4
%
EX A GRATE
GRATE 829.83
INV OUT 825.33 (5.2)
*STR. TO BE CLEANED AND FLUSHED
PRIOR TO INSTALLATION OF STR 5.1
E
X
.
9
2
'
O
F
1
5
"
C
P
P
@
0
.
6
3
%
STORM CLEANOUTS SHALL BE
TRAFFIC BEARING NYLOPLAST
REMOVE 18' OF EX. 30"X19" RCEP.
INSTALL NEW RISER AT NEW INV=823.52
EX B GRATE
GRATE 827.36
INV OUT 824.66 (2.3)
8' OF 15" HDPE @ 0.38%
5.1 48" MH-1
5.2 MH-1 48"
LOW-FLOW ORIFICE (10" HDPE @ 0.00%
W/ 9" RESTRICTOR PLATE & LOW-FLOW
TRASH RACK; INV=823.52
STORM SEWER INLET & STRUCTURE SUMMARY
STRC. NO.
2
2.1
2.2
2.3
3
3.1
4
5
5.1
5.2
CO1
CO2
CO3
EX A
EX B
TOP/RIM
825.62
826.99
826.73
828.00
825.25
826.00
824.63
825.74
827.00
827.95
825.95
827.08
827.10
829.83
827.36
INV IN (FROM)
823.70 (18" RCP CL III @ 0.46%) 2.1
824.32 (15" RCP CL III @ 0.49%) 2.2
824.30 (15" RCP CL III @ 0.52%) 2.3
824.44 (15" CPP @ 0.15%) EX B
824.00 (12" CPP @ 0.88%) 3.1
823.83 (8" DIP @ 0.14%) CO3
824.30 (15" HDPE @ 0.38%) 5.1
824.35 (15" HDPE @ 0.43%) 5.2
824.76 (15" CPP @ 0.63%) EX A
823.97 (8" DIP @ 0.52%) TD
823.93 (8" DIP @ 0.15%) CO1
823.89 (8" DIP @ 0.15%) CO2
INV OUT (TO)
824.06 (18" RCP CL III) 2
824.60 (15" RCP CL III) 2.1
824.44 (15" RCP CL III) 2.1
824.15 (12" CPP) 3
824.33 (15" HDPE) 5
824.77 (15" HDPE) 5.1
823.97 (8" DIP) CO2
823.93 (8" DIP) CO3
823.89 (8" DIP) 4
825.33 (15" CPP) 5.2
824.66 (15" CPP) 2.3
TYPE
ES-1 18"
48" MH-1
CI NYLOPLAST 2'X3'
MH-1 48"
ES-1 12"
CI NYLOPLAST 2'X3'
ES-1 8"
ES-1 15"
48" MH-1
MH-1 48"
CLEANOUT
CLEANOUT
CLEANOUT
GRATE
GRATE
U:
\
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c
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.
d
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PL
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:
1/
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1
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1"=20'
CJM
2018-10-16
RAM
SHEET
APPROVED BY
OF4 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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NOT FOR CONSTRUCTION
CS400
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
00 20'40'
PIN 42-A-195C
ALLEN HOTELS, LLC
INST. 030011335
USE: HOLIDAY INN EXPRESS
ZONE: B2
LOT 4PIN 42-A-195D1.4607 AC.ZONE: B2VACANT
PIN 42-A-195B
ALLEN FOOD SERVICE, LLC
INST. 030008834
USE: ARBY'S RESTAURANT
ZONE: B2
PIN 42-A-196
HENRY J. & EVELYNE D. FERRIS
DB 568 PG 309
USE: SHEETZ CONVENIENCE STORE
ZONE: B2
PIN 42-A-195
KRA FOOD SERVICES, LLC
DB 907 PG 1670
USE: KFC RESTAURANT
ZONE: B2
FOXRIDGE LANE - RTE. ___
VARIABLE WIDTH R/W
SPEED LIMIT 25 MPH.
FOX RIDGE TOWN HOMES
ZONE: RP
ZONE: B2
ZONE: RP
ZONE: B2
ZONE: RP
18
.
8
'
86.
6
'
1
2
2
.
0
'
58.
1
'
38.0'
7
0
.
6
'
17.
3
'
1
6
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2
'
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'
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F
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8
2
9
.
0
0
SAW CUT &
M
A
T
C
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EXISTING
C
G
1
2
RET
.
W
A
L
L
SAW CUT & MATCH
GUTTER TO EX. PVMT.
SAW CUT & MATCH
GUTTER TO EX. PVMT.
1
0
'
6' HIGH OPAQUE BOARD FENCE
WITH DOUBLE SWING GATE
6' HIGH OPAQUE FENCE
12'
CG-9B
10' X 14'
OVHD DOOR
2
.
0
'
2
.
0
'
1
0
.
0
'
1
0
.
0
'
2 HR. FIRE WALL REQUIRED FOR ANY PORTION OF THE
WALL WITHIN 10' OF THE PROPERTY / LOT LINE.
THE WALL SHALL BE RATED FOR FIRE FROM INTERIOR
AND EXTERIOR OF THE WALL. NO OPENINGS ARE
PERMITTED WITHIN THIS SPACE. A PARAPET WALL SHALL
BE PROVIDED AS REQUIRED IN SECTION 705.11
FOR PORTIONS OF THE WALL WITHIN 2' OF THE
PROPERTY / LOT LINE, NO PROJECTIONS OUTSIDE THE
FACE OF WALL ARE ALLOWED
1 HOUR FIRE DOOR IS
REQUIRED FOR INTERIOR
AND EXTERIOR FIRE, FOR
DOORS LESS THAN 10 FEET
FORM THE PROPERTY LINE.
M
A
A
C
C
B
B
4.5'5.5'18' PARKING 24.5' ACCESS 18' PARKING
SECTION A-A
N.T.S.
5' CONC. SIDEWALK
CG-6 CURB & GUTTER
CG-6 CURB & GUTTER
2" SM 12.5A
MIN. 8" 21B AGGREGATE
(BELOW PAVEMENT)
MIN. 2.5" BM 25.0
EX. PAVEMENT
8"
8"
MIL EXISTING PAVEMENT AS
NECESSARY TO PROVIDE PROPOSED
PAVEMENT SECTION. AREAS BETWEEN
EXISTING AND PROPOSED PAVEMENT
TO BE 21B AGGREGATE.
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
18' PARKING 24' ACCESS 18' PARKING
SECTION B-B
N.T.S.
CG-6 CURB & GUTTER
CG-6 CURB & GUTTER
2" SM 12.5A
MIN. 8" 21B AGGREGATE
(BELOW PAVEMENT)
MIN. 2.5" BM 25.0
8"
8"
28.5'
SECTION C-C
N.T.S.
CG-2
RETAINING WALL
(DESIGN BY
OTHERS)
8" CONCRETE PAVEMENT (3,500 PSI)
WITH 6"X6" WWF
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EBEAT18001
1"=20'
CJM
2018-10-23
RAM
SHEET
APPROVED BY
OF4A 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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NOT FOR CONSTRUCTION
CS500
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
00 20'40'
01-03-2019
CG-6R - REVERSE GUTTER
CONCRETE WHEEL STOP
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V
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S
EBEAT18001
1"=20'
CJM
2018-10-16
RAM
SHEET
APPROVED BY
OF5 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
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E
T
A
I
L
S
NOT FOR CONSTRUCTION
CS510
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
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A
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F
SSIONA L E N G I N
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EE
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HANDICAP SIGN DETAIL
NOT TO SCALE
LIGHT POLE FOUNDATION DETAIL
NOTES
824.50
DUMPSTER LOADING - 825.00
6" DIP
824.25824.20
8" DIP DISCHARGE
INV=824.10
824.50
LOADING DOCK EL=829.00
6" TRENCH DRAIN DETAIL
NTS
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1"=20'
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2018-10-16
RAM
SHEET
APPROVED BY
OF6 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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NOT FOR CONSTRUCTION
CS511
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
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I
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1"=20'
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2018-10-16
RAM
SHEET
APPROVED BY
OF7 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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FR
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C
K
W
A
T
E
R
D
E
T
A
I
L
S
NOT FOR CONSTRUCTION
CS520
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
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F
SSIONA L E N G I N
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CO
CO
CO
PIN 42-A-195C
ALLEN HOTELS, LLC
INST. 030011335
USE: HOLIDAY INN EXPRESS
ZONE: B2
LOT 4PIN 42-A-195D1.4607 AC.ZONE: B2VACANT
PIN 42-A-195B
ALLEN FOOD SERVICE, LLC
INST. 030008834
USE: ARBY'S RESTAURANT
ZONE: B2
PIN 42-A-196
HENRY J. & EVELYNE D. FERRIS
DB 568 PG 309
USE: SHEETZ CONVENIENCE STORE
ZONE: B2
PIN 42-A-195
KRA FOOD SERVICES, LLC
DB 907 PG 1670
USE: KFC RESTAURANT
ZONE: B2
RIM=828.69
INV.=824.59
RIM=830.98
IN=823.38
OUT=823.18
RIM=829.70
IN=822.30
OUT=822.20
RIM=829.29
IN=822.19
OUT=821.99 FOXRIDGE LANE - RTE. ___
VARIABLE WIDTH R/W
SPEED LIMIT 25 MPH.
N
0
2
°
4
4
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5
1
"
E
7
0
.
5
8
'
N 53°
1
9
'
0
4
"
E
61.28
'
N 85°13'39" E
50.72'
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1
9
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104.6
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N
2
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N 87°15'09" W
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SANITARY SEWER
& WATER ESM'T
INST. 030005434
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20' WATER ESM'T
INST. 030005434
20' WATER ESM'T
INST. 030005434
FOX RIDGE TOWN HOMES
ZONE: RP
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3.07 STORM DRAIN
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POTENTIAL. CONTRACTOR SHALL STABILIZE THESE
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S
EBEAT18001
1"=20'
CJM
2018-10-16
RAM
SHEET
APPROVED BY
OF8 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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NOT FOR CONSTRUCTION
CS600
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
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G
FOH
R
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F
SSIONA L E N G I N
E
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R
00 20'40'
CO
CO
CO
PIN 42-A-195C
ALLEN HOTELS, LLC
INST. 030011335
USE: HOLIDAY INN EXPRESS
ZONE: B2
LOT 4PIN 42-A-195D1.4607 AC.ZONE: B2VACANT
PIN 42-A-195B
ALLEN FOOD SERVICE, LLC
INST. 030008834
USE: ARBY'S RESTAURANT
ZONE: B2
PIN 42-A-196
HENRY J. & EVELYNE D. FERRIS
DB 568 PG 309
USE: SHEETZ CONVENIENCE STORE
ZONE: B2
PIN 42-A-195
KRA FOOD SERVICES, LLC
DB 907 PG 1670
USE: KFC RESTAURANT
ZONE: B2
RIM=828.69
INV.=824.59
RIM=830.98
IN=823.38
OUT=823.18
RIM=829.70
IN=822.30
OUT=822.20
RIM=829.29
IN=822.19
OUT=821.99 FOXRIDGE LANE - RTE. ___
VARIABLE WIDTH R/W
SPEED LIMIT 25 MPH.
N
0
2
°
4
4
'
5
1
"
E
7
0
.
5
8
'
N 53°
1
9
'
0
4
"
E
61.28
'
N 85°13'39" E
50.72'
N 53°
1
9
'
0
4
"
E
104.6
2
'
N
2
5
°
1
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1
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86
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1
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'
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3
4
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2
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2
"
W
20
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4
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'
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82.9
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'
S
0
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4
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'
2
9
"
W
1
9
2
.
7
1
'
N 87°15'09" W
362.17'
SANITARY SEWER
& WATER ESM'T
INST. 030005434
SA
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20' WATER ESM'T
INST. 030005434
20' WATER ESM'T
INST. 030005434
20' WATER ESM'T
INST. 030005434
FOX RIDGE TOWN HOMES
ZONE: RP
ZONE: B2
ZONE: RP
ZONE: B2
ZONE: RP
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SAW CUT & MATCH
GUTTER TO EX. PVMT.
SAW CUT & MATCH
GUTTER TO EX. PVMT.
1
0
'
EX. ACCESS DRIVE AND CUL-DE-S
A
C
INSTALLED PER SITE PLAN #31-0
2
,
APPROVED 01/29/2003
35' FRONT YARD SETBACK
4
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EX. 10" TREE TO BE REMOVED FROM
FREDERICK WATER EASEMENT.
LP
LP
LP
LP
LP
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0.3224 AC.
DA-F
0.0570 AC.
DA-G4
0.0330 AC.
DA-G3
0.0251 AC.
DA-G1
0.0860 AC.
DA-G2
0.0961 AC.
DA-C
0.2003 AC.
DA-B
0.2950 AC.
DA-A
0.1782 AC.
DA-OFF SITE
0.80 AC.
M
SF
LOD
SF
SF
SF
IP
IP
OP-6
OP-5
OP-4
OP-3
OP-2 IPCDCD
INLET PROTECTION WITH STONE
COMBINATION. RELOCATE UPON
INSTALLATION OF OUTLET
CONTROL STRUCTURE.
ROCK OUTLET PROTECTION
OUTLET FROM Q CUL. DIA.L(A)MIN D(50)UPSTRM DWMSTRM VDOT RIP RAP RIP RAP THICKNESS
Prot.Culvert cfs in.ft in Width(ft)Width(ft)Std Class d(50)(in)
OP-1 F1 5.24 24 6 6.00 6 6 EC-1 VDOT A1 9.6 20
OP-3 D3 2.53 12 4 6.00 3 3 EC-1 VDOT A1 9.6 20
OP-3 TD 0.35 8 2 6.00 2 2 EC-1 VDOT A1 9.6 20
OP-5 D2 3.33 18 8 6.00 5 5 EC-1 VDOT A1 9.6 20
OP-2 D5 2.31 15 6 6.00 4 4 EC-1 VDOT A1 9.6 20
3.05 SILT FENCE SF
3.18 OUTLET PROTECTION OP
CRITICAL SLOPES
NO.TITLE KEY
3.02 CECONSTRUCTION
TEMPORARY STONE
ENTRANCE
SYMBOL
LEGEND
3.07 STORM DRAIN
INLET PROTECTION IP
AND/OR GRADING
LIMITS OF CLEARING
DRAINAGE DIVIDES
3.20 ROCK CHECK DAMS CD
LOD
THESE SLOPES MAY HAVE GREATER EROSION
POTENTIAL. CONTRACTOR SHALL STABILIZE THESE
AREAS AS SOON AS FINAL ELEVATIONS ARE ACHIEVED.
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2018-10-23
RAM
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APPROVED BY
OF8A 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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NOT FOR CONSTRUCTION
CS602
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
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F
F
SSIONA L E N G I N
E
EE
R
00 20'40'
SEEDING REQUIREMENTS
2 TONS STRAW MULCH PER AC.
3 TONS AGRICULTURAL LIMESTONE PER AC.
1000 LBS. 10-20-20 FERTILIZER PER AC.
PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED WILL RECEIVE
200 LBS. TALL FESCUE PER AC.
20 LBS. ANNUAL RYE PER AC.
AT A MINIMUM 4" OF TOPSOIL AND BE SEEDED AS FOLLOWS:MORE THAN SEVSN DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS:
60 LBS. GERMAN MILLET PER AC. (MAY THRU SEPTEMBER)
60 LBS. ANNUAL RYE PER AC. (OCTOBER THRU APRIL)
450 LBS. 10-20-20 FERTILIZER PER AC.
3 TONS AGRICULTURAL LIMESTONE PER AC.
2 TONS STRAW MULCH PER AC.
SEEDED AREAS TO BE CARED FOR AS NECESSARY TO ENSURE GRASS EMERGENCE.
TEMPORARY STABILIZATION: SEEDING TO STABILIZED AREAS LEFT DENUDED FOR
LONG TERM MAINTENANCE AND REPAIR PLAN
MOWING: ALL GRASSES SHOULD BE MOWED AT LEAST TWICE EACH YEAR. GRASSES
SUCH AS TALL FESCUE SHOULD BE MOWED IN EARLY SUMMER AFTER EMERGENCE
OF THE HEADS ON COOL SEASON GRASSES. THEY SHOULD BE MOWED AGAIN IN THE
EARLY FALL TO PREVENT SEEDS OF ANNUAL WEEDS FROM MATURING. MOWING OF
LEGUMES SUCH AS SERICEA LESPEDEZA AND CROWN VETCH CAN BE PERMITTED TO
GROW ON THE DAM OR IN ANY PART OF THE EMERGENCY SPILLWAY.
LIMING AND FERTILIZING: THE SOIL SHOULD BE SAMPLED ACCORDING TO
RECOMMENDED PROCEDURES AT LEAST ONCE EVERY 4 YEARS. THE SAMPLE
SHOULD BE TESTED AT A QUALIFIED SOIL TESTING LABORATORY (SUCH AS THE ONE
AT VPI&SU). LIME AND FERTILIZER SHOULD BE APPLIED IN ACCORDANCE WITH
RECOMMENDATIONS BASED ON THE TESTS.
REPLANTING AND OVER SEEDING: IF VEGETATION COVERS LESS THAN 40% OF THE
SOIL SURFACE, LIME, FERTILIZE AND SEED IN ACCORDANCE WITH CURRENT
RECOMMENDATIONS FOR NEW SEEDING. IF VEGETATION COVERS MORE THAN 40%
BUT LESS THAN 70% OF THE SOIL SURFACE, LIME FERTILIZE AND OVER SEED IN
ACCORDANCE WITH CURRENT RECOMMENDATIONS.
REMOVING TRASH AND DEBRIS: TRASH, LITTER AND VEGETATION (OTHER THAN
GRASS) WILL BE REMOVED AS NEEDED (BUT NO LESS THAN TWO TIMES PER YEAR)
TO PREVENT OBSTRUCTION TO THE FLOW OF WATER, TO PREVENT MOVEMENT OF
TRASH AND LITTER TO DOWNSTREAM PROPERTIES, TO MAINTAIN THE INTEGRITY OF
THE STRUCTURE, TO PROVIDE AN ATTRACTIVE APPEARANCE AND TO MINIMIZE
WATER POLLUTION.
REMOVING SEDIMENT: SOIL MATERIALS (INCLUDING CLAY, SILT, SAND AND GRAVEL)
WILL BE REMOVED BEFORE THE DETENTION POOL LOSES 10% OF THE DESIGNED
STORAGE CAPACITY.
SEDIMENT DISPOSAL: SEDIMENT DISPOSAL SHOULD BE IN ACCORDANCE WITH
CURRENT PROCEDURES FOR DISPOSAL OF SEDIMENT. WHERE REQUIRED BY THE
APPROPRIATE AUTHORITIES, THE SEDIMENT WILL BE TESTED FOR APPROPRIATE
POLLUTANTS AT THE OWNER'S EXPENSE BEFORE IT IS REMOVED FROM THE POND.
REPAIRS: REPAIR SLIDES, SLUMPS AND ERODED AREAS PROMPTLY AND IN A
WORKMANLIKE MANNER TRASH RACKS, PIPES, HEADWALLS, ETC. WILL BE
MAINTAINED, REPAIRED AND/OR REPLACED AS NEEDED TO MAINTAIN THE INTEGRITY
OF THE STRUCTURE. EXPOSED METAL SURFACES WILL BE PAINTED TO MINIMIZE
DAMAGE DUE TO RUST.
MAINTENANCE INSPECTIONS: THE OWNER WILL BE RESPONSIBLE FOR INSPECTING
EACH STORMWATER MANAGEMENT STRUCTURE AFTER EACH SIGNIFICANT
RAINFALL. ONCE EACH YEAR A REPRESENTATIVE OF DEQ WILL JOINTLY INSPECT
EACH STORMWATER MANAGEMENT STRUCTURE. APPROPRIATE ACTION WILL BE
TAKEN TO ENSURE APPROPRIATE MAINTENANCE. ALL MAINTENANCE COSTS WILL BE
BORNE BY THE OWNER. WHERE STRUCTURES ARE TO BE MAINTAINED BY MORE
THAN ONE PARTY, ALLOCATION OF COSTS WILL BE IN ACCORDANCE WITH TERMS
SET FORTH IN THE MAINTENANCE AGREEMENT. KEYS TO LOCKED ACCESS POINTS
SHALL BE AVAILABLE TO DEQ PERSONNEL UPON REQUEST.
MAINTENANCE RECORDS: THE LANDOWNER, OR SOMEONE DESIGNATED BY THE
LANDOWNER, SHALL INSPECT THE DETENTION POND WITHIN 24 HOURS AFTER EACH
RAINFALL EVENT OF ONE INCH OR MORE OF RAIN. THE OWNER OR THE DESIGNEE
SHALL KEEP WRITTEN RECORDS OF THESE INSPECTIONS. THE RECORDS SHALL
ALSO INCLUDE MAINTENANCE AND REPAIRS PERFORMED. COPIES OF THESE
RECORDS SHALL BE PROVIDED TO THE TOWN UPON REQUEST.
THE WATER QUALITY FEATURES SHALL NOT BE MODIFIED IN ANY WAY WITHOUT
PRIOR APPROVAL BY DEQ AND FREDERICK COUNTY.
·TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4".
·PULVERIZED AGRICULTURAL LIMESTONE SHALL BE INCORPORATED INTO SOIL
AT A RATE OF 92 LBS. PER 1000 S.F. (2 TONS PER ACRE).
·FERTILIZE WITH 10-20-10 AT A RATE OF 12 LBS. PER 1000 S.F. (500 LBS. PER
ACRE). SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10%
KENTUCKY BLUEGRASS APPLIED AT THE RATE OF 200 LBS. PER ACRE.
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THIS SITE IS LOCATED IN FREDERICK COUNTY, VIRGINIA NORTH OF WINCHESTER
CITY IN FOXE TOWNE PLAZA. PHASE 3 IS THE LAST VACANT LOT IN THIS
COMMERCIAL CENTER LOCATED WEST OF FOX DRIVE AT THE U.S. ROUTE 522
INTERSECTION. THE PHASE 3 DEVELOPMENT PROPOSES A 10,460 SF RETAIL
BUILDING ON THE 1.46 AC. PARCEL. THE PROJECT ALSO INCLUDES EXTENSIONS OF
DRIVEWAY AND PARKING INITIALLY PLANNED AND APPROVED IN 2002. THE STORM
SEWER SYSTEM WILL ALSO BE COMPLETED, EXTENDING STORM SEWER TO THE
DETENTION POND NORTH OF FOXRIDGE LANE. PARKING LOT LIGHTING AND
LANDSCAPING, INCLUDING SCREENING TO THE RESIDENTIAL USES ON FOXRIDGE
LANE, WILL BE INSTALLED.
EXISTING SITE CONDITIONS
PREVIOUS DEVELOPMENT OF THE SITE, APPROVED AS A PART OF THE HOLIDAY INN
EXPRESS SITE PLAN, INSTALLED A SITE DRIVEWAY AND VDOT CUL-DE-SAC
CURRENTLY ALONG WITH FREDERICK WATER WATER AND SEWER LINES. THE
PROPOSED BUILDING PAD DOES HAVE A GRAVEL SURFACE. THE REST OF THE SITE IS
COVERED BY SPARSE GRASSES. THE HOLIDAY INN LOT, TO THE WEST, DRAINS
THROUGH THE PROPERTY TO THE POND SITE ALONG FOXRIDGE LANE. ALL OF THE
PROPOSED IMPERVIOUS AREAS WILL ALSO DRAIN TO THE POND SITE.
ADJACENT PROPERTY
THE SITE IS ADJACENT TO HOLIDAY INN EXPRESS TO THE WEST, FOX RIDGE
TOWNHOUSES TO THE SOUTH, A KFC RESTAURANT TO THE EAST AND A COMMON
DRIVEWAY TO THE NORTH.
OFF-SITE AREAS
THERE ARE NO OFFSITE AREAS.
SOILS AND GEOLOGY
THE SITE IS CURRENTLY UNDERLAIN BY FREDERICK-POPLIMENTO LOAM WITH 2 TO
7% SLOPES (HSG B).
14B SOILS HAVE MODERATE PERMEABILITY, MEDIUM RUNOFF, HIGH SHRINK-SWELL
POTENTIAL AND MODERATE EROSION HAZARD. SEE STORMWATER MANAGEMENT
REPORT FOR DETAILED SOIL ANALYSIS.
CRITICAL AREAS
CRITICAL AREAS, IF ANY, ARE MARKED BY A STAR AND CONSIST OF 2.5 OR 3:1
SLOPES. THESE SLOPES HAVE THE POTENTIAL FOR GREATER EROSION AND SHALL
BE IMMEDIATELY STABILIZED AFTER REACHING FINAL GRADE.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK.
STRUCTURAL MEASURES
THE SEDIMENT BASIN TRAP, SEDIMENT BARRIERS AND OTHER MEASURES SHOWN
ON THE PLANS INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST
STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE
UPSLOPE LAND DISTURBANCE TAKES PLACE.
PHASE I:
CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE INSTALLED AT THE
LOCATION SHOWN ON THE PHASE I PLAN TO PREVENT MUD AND DEBRIS FROM BEING
TRACKED ONTO ROADWAYS.
SILT FENCE WITH WIRE SUPPORT (3.05) SHALL BE INSTALLED AS SHOWN ON THE
PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE.
INLET PROTECTION WITH STONE COMBINATION SHALL BE INSTALLED AS SHOWN ON
PLANS TO FILTER RUNOFF BEFORE IT LEAVES THE SITE.
PHASE II:
ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL THE SITE IS
STABILIZED. THE INLET PROTECTION WITH STONE COMBINATION SHALL BE
RELOCATED WHEN OUTLET STRUCTURE INSTALLED.
INLET (3.07 & 3.08) AND OUTLET PROTECTION (3.18) SHALL BE INSTALLED AS SHOWN.
SOIL STABILIZATION MATTING (3.36) SHALL BE INSTALLED AS SHOWN.
TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED
ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE
DISTURBED AREAS.
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED
AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION
OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7)
DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL
STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT
FOR MORE THAN SIX (6) MONTHS.
SOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND
PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER
GRADING.
ALL EARTH BERMS, DAMS, DIKES, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS
ARE TO BE MACHINE-COMPACTED, IMMEDIATELY SEEDED AND MULCHED (HAY
MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER
WITHIN FIVE (5) DAYS AFTER GRADING.
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL
BEGIN AND END AS QUICKLY AS POSSIBLE.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES.
MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO
THE EFFECTIVENESS OF THE PROGRAM.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE
CLEANED UP AND REMOVED AT THE DIRECTION OF THE FREDERICK COUNTY
INSPECTOR.
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS
OF COMPLETION OF GRADING. CUT AND FILL SLOPES SHALL BE DESIGNED AND
CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE
FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT
STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING
MEASURES UNTIL THE PROBLEM IS CORRECTED.
DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION
HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE
REMOVED.
CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS
CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME,
OR SLOPE DRAIN STRUCTURE.
WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED.
ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION
SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE
CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED
TO REMOVE SEDIMENT.
UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
a)NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
b)EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
c)EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED
THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH AND
DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING
STREAMS OR OFF-SITE PROPERTY.
d)MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED
IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
e)RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE
REGULATIONS.
f)APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC
ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS
TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE
SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE
REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A
SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY
AFTER SEDIMENT IS REMOVED IN THIS MANNER.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY
MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE
LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOILS
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE
PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT
CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO
CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE
SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON
SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND
SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK.(VESCH) ANY CHANGES MADE TO THIS PLAN MUST BE RESUBMITTED
FOR APPROVAL WITHOUT EXCEPTION.
MAINTENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE
SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY
STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY
DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY.
SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND
OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS
NEEDED UNTIL GRASS IS ESTABLISHED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP
EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE.
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE
GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED
OR REPLACED IMMEDIATELY.
THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A
CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES.
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT
SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE
ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VESCH.
PERMANENT STABILIZATION IS DEFINED AS 90% UNIFORM COVERAGE ON THE ENTIRE
SITE, ABILITY TO INHIBIT EROSION AND MATURE ENOUGH TO SURVIVE, INCLUDING 2-3
INCH CUTTINGS.
PHASES OF LAND DISTURBANCE ACTIVITIES
1.MANDATORY PRE-CONSTRUCTION CONFERENCE SHALL BE SCHEDULED AS
REQUIRED BY REGULATIONS.
2.CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY.
3.INSTALLATION OF ALL PHASE I EROSION & SEDIMENT CONTROL DEVICES.
4.OBTAIN COUNTY INSPECTOR APPROVAL.
5.ROUGH GRADE SITE.
6.RESTORATION AND STABILIZATION OF DISTURBED AREAS.
7.REMOVE ALL EROSION & SEDIMENT CONTROL MEASURES WITH THE APPROVAL
OF THE INSPECTOR.
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ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
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CS603
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P
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RONALD A. MISLOWSKY, JR.
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AS NOTED
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DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
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OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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NOT FOR CONSTRUCTION
CS610
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
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FOH
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INV IN=823.52 ()
INV OUT=823.52
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3.1 CI NYLOPLAST 2'X3'
3 ES-1 12"
INV=824.00
17' OF 12" CPP @ 0.88%
4 ES-1 8"
INV=823.83
5 ES-1 15"
INV=824.30
97' OF 15" HDPE @ 0.43%
CO3 CLEANOUT
3
7
'
O
F
8
"
D
I
P
@
0
.
1
4
%
REMOVE 18' OF EX. 30"X19" RCE
P
.
INSTALL NEW RISER AT NEW IN
V
=
8
2
3
.
5
2
8' OF 15" HDPE @ 0.38%
5.1 48" MH-1
LOW-FLOW ORIFICE (10" HDPE
@
0
.
0
0
%
W/ 9" RESTRICTOR PLATE & LO
W
-
F
L
O
W
TRASH RACK; INV=823.52
RIM=829.70
IN=822.30
OUT=822.20
RIM=829.29
IN=822.19
OUT=821.99
FOXRIDGE LANE - RTE. ___
N 87°15'09" W
362.17'
SANITARY SEWER
& WATER ESM'T
INST. 030005434
FOX RIDGE TOWN HOMES
ZONE: RP
STORMWATER MANAGEMENT FACILITY OUTFALL STRUCTURE DETAIL
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1"=20'
CJM
2018-10-16
RAM
SHEET
APPROVED BY
OF10 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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NOT FOR CONSTRUCTION
CS700
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
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AEW
L
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FOH
R
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00 20'40'
STORM 4 TO TD
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
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3
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(
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SAN LATERAL - 4" SDR-35/26
STA. 0+58.01 - INV=823.13
STORM 5 TO 5.1
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
820
825
830
835
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830
835
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82
6
.
4
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7
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V
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RELOCATED WATERLINE - 8" DIP CL52
STA. 0+68.85
18" MIN
CLEAR APPROX. LOC.
EX 8" WATERLINE8' OF 15" CPP @ 0.38%18" MIN CLEAR
EX. SAN 8"
STA. 0+21.85 - INV=822.20
EXISTING GRADE
FINAL GRADE
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STRM 2 TO 2.2
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
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2.
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2.
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FINAL GRADE
STRM 2.1 TO EX B
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
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2.
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STRM 3 TO 3.1
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1"=20'
CJM
2018-10-23
RAM
SHEET
APPROVED BY
OF10A 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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W
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F
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NOT FOR CONSTRUCTION
CS750
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
CO
CO
CO
PIN 42-A-195C
ALLEN HOTELS, LLC
INST. 030011335
USE: HOLIDAY INN EXPRESS
ZONE: B2
LOT 4PIN 42-A-195D1.4607 AC.ZONE: B2VACANT
PIN 42-A-195B
ALLEN FOOD SERVICE, LLC
INST. 030008834
USE: ARBY'S RESTAURANT
ZONE: B2
PIN 42-A-196
HENRY J. & EVELYNE D. FERRIS
DB 568 PG 309
USE: SHEETZ CONVENIENCE STORE
ZONE: B2
PIN 42-A-195
KRA FOOD SERVICES, LLC
DB 907 PG 1670
USE: KFC RESTAURANT
ZONE: B2
RIM=828.69
INV.=824.59
RIM=830.98
IN=823.38
OUT=823.18
RIM=829.70
IN=822.30
OUT=822.20
RIM=829.29
IN=822.19
OUT=821.99 FOXRIDGE LANE - RTE. ___
VARIABLE WIDTH R/W
SPEED LIMIT 25 MPH.
N
0
2
°
4
4
'
5
1
"
E
7
0
.
5
8
'
N 53°
1
9
'
0
4
"
E
61.28
'
N 85°13'39" E
50.72'
N 53°
1
9
'
0
4
"
E
104.6
2
'
N
2
5
°
1
6
'
1
2
"
E
86
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1
9
'
S 6
9
°
3
4
'
5
8
"
E
81.7
9
'
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2
0
°
2
5
'
0
2
"
W
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.
4
5
'
S 6
9
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4
'
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8
"
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'
S
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2
°
4
5
'
2
9
"
W
1
9
2
.
7
1
'
N 87°15'09" W
362.17'
SANITARY SEWER
& WATER ESM'T
INST. 030005434
SA
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IN
S
T
.
0
3
0
0
0
5
4
3
4
20' WATER ESM'T
INST. 030005434
20' WATER ESM'T
INST. 030005434
20' WATER ESM'T
INST. 030005434
FOX RIDGE TOWN HOMES
ZONE: RP
ZONE: B2
ZONE: RP
ZONE: B2
ZONE: RP
82583
083
584
0
8
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482682782882983
1832833834
83
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83
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OFFSITE DA = 0.80 Ac
IMPERVIOUS = 0.35 Ac
CN = 77
ROOF A DA = 0.11 Ac
CN = 98
ROOF B DA = 0.10 Ac
CN = 98
STM B DA = 0.20 Ac
CN = 96
STM A DA = 0.33 Ac
CN = 96
PROP SITE DA = 1.27 Ac
CN = 83
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RAM
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APPROVED BY
OF10B 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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A
P
NOT FOR CONSTRUCTION
CS701
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
00 25'50'
CO
CO
CO
PIN 42-A-195C
ALLEN HOTELS, LLC
INST. 030011335
USE: HOLIDAY INN EXPRESS
ZONE: B2
LOT 4PIN 42-A-195D1.4607 AC.ZONE: B2VACANT
PIN 42-A-195B
ALLEN FOOD SERVICE, LLC
INST. 030008834
USE: ARBY'S RESTAURANT
ZONE: B2
PIN 42-A-196
HENRY J. & EVELYNE D. FERRIS
DB 568 PG 309
USE: SHEETZ CONVENIENCE STORE
ZONE: B2
PIN 42-A-195
KRA FOOD SERVICES, LLC
DB 907 PG 1670
USE: KFC RESTAURANT
ZONE: B2
RIM=828.69
INV.=824.59
RIM=830.98
IN=823.38
OUT=823.18
RIM=829.70
IN=822.30
OUT=822.20
RIM=829.29
IN=822.19
OUT=821.99 FOXRIDGE LANE - RTE. ___
VARIABLE WIDTH R/W
SPEED LIMIT 25 MPH.
N
0
2
°
4
4
'
5
1
"
E
7
0
.
5
8
'
N 53°
1
9
'
0
4
"
E
61.28
'
N 85°13'39" E
50.72'
N 53°
1
9
'
0
4
"
E
104.6
2
'
N
2
5
°
1
6
'
1
2
"
E
86
.
1
9
'
S 6
9
°
3
4
'
5
8
"
E
81.7
9
'
S
2
0
°
2
5
'
0
2
"
W
20
.
4
5
'
S 6
9
°
3
4
'
5
8
"
E
82.9
5
'
S
0
2
°
4
5
'
2
9
"
W
1
9
2
.
7
1
'
N 87°15'09" W
362.17'
SANITARY SEWER
& WATER ESM'T
INST. 030005434
SA
N
I
T
A
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S
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W
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S
M
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0
3
0
0
0
5
4
3
4
20' WATER ESM'T
INST. 030005434
20' WATER ESM'T
INST. 030005434
20' WATER ESM'T
INST. 030005434
FOX RIDGE TOWN HOMES
ZONE: RP
ZONE: B2
ZONE: RP
ZONE: B2
ZONE: RP
C
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-
6
C
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CG-6
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FLUME
SAW CUT & MATCH
GUTTER TO EX. PVMT.
SAW CUT & MATCH
GUTTER TO EX. PVMT.
1
0
'
EX. ACCESS DRIVE AND CUL-DE-S
A
C
INSTALLED PER SITE PLAN #31-0
2
,
APPROVED 01/29/2003
35' FRONT YARD SETBACK
4
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6
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83
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DA-G4
0.0330 AC.
DA-G3
0.0251 AC.
DA-G1
0.0860 AC.
DA-G2
0.0961 AC.
DA-C
0.2003 AC.
DA-B
0.2950 AC.
DA-A
0.1782 AC.
DA-OFF SITE
0.80 AC.
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1"=20'
CJM
2018-10-23
RAM
SHEET
APPROVED BY
OF10C 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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M
A
P
NOT FOR CONSTRUCTION
CS702
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
00 20'40'
PIN 42-A-195C
ALLEN HOTELS, LLC
INST. 030011335
USE: HOLIDAY INN EXPRESS
ZONE: B2
LOT 4PIN 42-A-195D1.4607 AC.ZONE: B2VACANT
PIN 42-A-195B
ALLEN FOOD SERVICE, LLC
INST. 030008834
USE: ARBY'S RESTAURANT
ZONE: B2
PIN 42-A-196
HENRY J. & EVELYNE D. FERRIS
DB 568 PG 309
USE: SHEETZ CONVENIENCE STORE
ZONE: B2
PIN 42-A-195
KRA FOOD SERVICES, LLC
DB 907 PG 1670
USE: KFC RESTAURANT
ZONE: B2
FOXRIDGE LANE - RTE. ___
VARIABLE WIDTH R/W
SPEED LIMIT 25 MPH.
SANITARY SEWER
& WATER ESM'T
INST. 030005434
SA
N
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20' WATER ESM'T
INST. 030005434
20' WATER ESM'T
INST. 030005434
FOX RIDGE TOWN HOMES
ZONE: RP
ZONE: B2
ZONE: RP
ZONE: B2
ZONE: RP
18
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FOR PORTIONS OF THE WALL WITHIN 2' OF THE
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25' ACTIVE BUFFER
25' INACTIVE BUFFER
50' CATEGORY "B"
ZONING DISTRICT BUFFER
10' LANDSCAPE ESMT.
AND BUFFER PLANTING AREA
(SEE CAT. "B" ZONING BUFFER DETAIL)
AS NOTED ON THE APPROVED MDP,
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PRESERVED AS A PART OF THE
CAT. "B" ZONING BUFFER.
M
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RAM
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APPROVED BY
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DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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NOT FOR CONSTRUCTION
CS800
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
00 20'40'
GENERAL CONDITIONS:
MAINTENANCE OF LANDSCAPING NOTES:
EVERGREEN TREE PLANTING
SHRUB PLANTING TREE PLANTINGTYPICAL MULCH EDGING DETAIL
PARKING LOT LANDSCAPE CALCULATIONS:GENERAL PLANT LIST
BUFFER PLANT LIST
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2018-10-16
RAM
SHEET
APPROVED BY
OF12 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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N
S
NOT FOR CONSTRUCTION
CS810
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
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F
F
SSIONA L E N G I N
E
EE
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CO
CO
CO
PIN 42-A-195C
ALLEN HOTELS, LLC
INST. 030011335
USE: HOLIDAY INN EXPRESS
ZONE: B2
LOT 4PIN 42-A-195D1.4607 AC.ZONE: B2VACANT
PIN 42-A-195B
ALLEN FOOD SERVICE, LLC
INST. 030008834
USE: ARBY'S RESTAURANT
ZONE: B2
PIN 42-A-196
HENRY J. & EVELYNE D. FERRIS
DB 568 PG 309
USE: SHEETZ CONVENIENCE STORE
ZONE: B2
PIN 42-A-195
KRA FOOD SERVICES, LLC
DB 907 PG 1670
USE: KFC RESTAURANT
ZONE: B2
RIM=830.98
IN=823.38
OUT=823.18
RIM=829.70
IN=822.30
OUT=822.20
RIM=829.29
IN=822.19
OUT=821.99 FOXRIDGE LANE - RTE. ___
VARIABLE WIDTH R/W
SPEED LIMIT 25 MPH.
N
0
2
°
4
4
'
5
1
"
E
7
0
.
5
8
'
N 53°
1
9
'
0
4
"
E
61.28
'
N 85°13'39" E
50.72'
N 53°
1
9
'
0
4
"
E
104.6
2
'
N
2
5
°
1
6
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1
2
"
E
86
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1
9
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9
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1
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2
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7
1
'
N 87°15'09" W
362.17'
FOX RIDGE TOWN HOMES
ZONE: RP
ZONE: B2
ZONE: RP
ZONE: B2
ZONE: RP
18
.
8
'
86.
6
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1
2
2
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FLUME
SAW CUT & MATCH
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SAW CUT & MATCH
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1
0
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EX. ACCESS DRIVE AND CUL-DE-S
A
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INSTALLED PER SITE PLAN #31-0
2
,
APPROVED 01/29/2003
35' FRONT YARD SETBACK
6' HIGH OPAQUE BOARD FENCE
WITH DOUBLE SWING GATE
4
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LP
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2 HR. FIRE WALL REQUIRED FOR ANY PORTION OF THE
WALL WITHIN 10' OF THE PROPERTY / LOT LINE.
THE WALL SHALL BE RATED FOR FIRE FROM INTERIOR
AND EXTERIOR OF THE WALL. NO OPENINGS ARE
PERMITTED WITHIN THIS SPACE. A PARAPET WALL SHALL
BE PROVIDED AS REQUIRED IN SECTION 705.11
FOR PORTIONS OF THE WALL WITHIN 2' OF THE
PROPERTY / LOT LINE, NO PROJECTIONS OUTSIDE THE
FACE OF WALL ARE ALLOWED
1 HOUR FIRE DOOR IS
REQUIRED FOR INTERIOR
AND EXTERIOR FIRE, FOR
DOORS LESS THAN 10 FEET
FORM THE PROPERTY LINE.
PROPOSED FIRE LANE
PROVIDE PAINTED YELLOW CURB
PROPOSED FIRE LANE
PROVIDE PAINTED YELLOW CURB
FIRE LANE SIGN - TYPE "C"
FIRE LANE SIGN - TYPE "D"
FIRE LANE SIGN - TYPE "A"
FIRE LANE SIGN - TYPE "A"FIRE LANE SIGN - TYPE "C"
FIRE LANE SIGN - TYPE "D"
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2018-10-16
RAM
SHEET
APPROVED BY
OF13 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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NOT FOR CONSTRUCTION
CS900
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
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00 20'40'
PIN 42-A-195C
ALLEN HOTELS, LLC
INST. 030011335
USE: HOLIDAY INN EXPRESS
ZONE: B2
LOT 4PIN 42-A-195D1.4607 AC.ZONE: B2VACANT
PIN 42-A-195B
ALLEN FOOD SERVICE, LLC
INST. 030008834
USE: ARBY'S RESTAURANT
ZONE: B2
PIN 42-A-196
HENRY J. & EVELYNE D. FERRIS
DB 568 PG 309
USE: SHEETZ CONVENIENCE STORE
ZONE: B2
PIN 42-A-195
KRA FOOD SERVICES, LLC
DB 907 PG 1670
USE: KFC RESTAURANT
ZONE: B2
FOXRIDGE LANE - RTE. ___
VARIABLE WIDTH R/W
SPEED LIMIT 25 MPH.
N
0
2
°
4
4
'
5
1
"
E
7
0
.
5
8
'
N 53°
1
9
'
0
4
"
E
61.28
'
N 85°13'39" E
50.72'
N 53°
1
9
'
0
4
"
E
104.6
2
'
N
2
5
°
1
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1
2
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E
86
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3
4
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E
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0
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"
W
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4
5
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2
9
"
W
1
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2
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7
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N 87°15'09" W
362.17'
SANITARY SEWER
& WATER ESM'T
INST. 030005434
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INST. 030005434
20' WATER ESM'T
INST. 030005434
20' WATER ESM'T
INST. 030005434
FOX RIDGE TOWN HOMES
ZONE: RP
ZONE: B2
ZONE: RP
ZONE: B2
ZONE: RP
18
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SAW CUT & MATCH
GUTTER TO EX. PVMT.
SAW CUT & MATCH
GUTTER TO EX. PVMT.
1
0
'
EX. ACCESS DRIVE AND CUL-DE-S
A
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INSTALLED PER SITE PLAN #31-0
2
,
APPROVED 01/29/2003
35' FRONT YARD SETBACK
4
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LP
EX. 10" TREE TO BE REMOVED FROM
FREDERICK WATER EASEMENT.
LP
LP
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LP
LP
LP
12'
CG-9B
10' X 14'
OVHD DOOR
2
.
0
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2
.
0
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1
0
.
0
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1
0
.
0
'
2 HR. FIRE WALL REQUIRED FOR ANY PORTION OF THE
WALL WITHIN 10' OF THE PROPERTY / LOT LINE.
THE WALL SHALL BE RATED FOR FIRE FROM INTERIOR
AND EXTERIOR OF THE WALL. NO OPENINGS ARE
PERMITTED WITHIN THIS SPACE. A PARAPET WALL SHALL
BE PROVIDED AS REQUIRED IN SECTION 705.11
FOR PORTIONS OF THE WALL WITHIN 2' OF THE
PROPERTY / LOT LINE, NO PROJECTIONS OUTSIDE THE
FACE OF WALL ARE ALLOWED
1 HOUR FIRE DOOR IS
REQUIRED FOR INTERIOR
AND EXTERIOR FIRE, FOR
DOORS LESS THAN 10 FEET
FORM THE PROPERTY LINE.
M
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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.7 1.3 1.5 1.5 1.2 0.7 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.4 0.5 0.5 0.9 1.7 2.6 2.5 2.2 1.7 0.8 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.5 0.5 0.6 0.6 0.6 0.9 1.5 2.3 2.3 1.5 0.9 0.7 0.8 0.8 0.9 0.8 0.8 0.8 0.9 1.0 1.2 1.3 1.4 1.4 1.3 1.4 2.2 3.3 3.3 2.7 2.0 0.8 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
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0.0 0.0 0.1 0.2 0.6 1.3 1.9 2.7 3.6 5.3 5.6 4.5 5.1 6.4 5.8 5.0 4.7 5.4 5.9 3.9 3.2 4.8 4.8 3.3 3.4 3.5 3.5 3.5 4.8 5.9 4.9 4.8 5.9 5.1 3.6 3.3 3.3 3.2 2.9 3.5 4.3 2.8 2.5 3.3 3.7 2.8 3.0 2.9 2.7 3.8 5.8 5.0 3.2 2.5 3.2 2.3 1.4 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.4 1.1 1.8 2.3 2.9 4.5 4.3 2.8 3.3 5.1 4.5 4.1 4.0 4.0 3.8 2.6 2.5 2.8 3.4 2.6 2.9 3.3 3.1 3.2 4.0 4.8 5.0 5.0 4.8 4.1 3.2 2.7 2.9 2.6 2.1 1.9 2.1 2.8 3.4 2.4 1.8 2.0 2.6 2.8 3.0 4.2 6.0 6.2 4.9 2.7 2.0 1.5 1.3 0.8 0.4 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0
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0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.8 1.5 2.2 2.0 1.2 0.7 0.5 0.5 0.6 1.0 1.7 1.5 1.6 0.8 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.5 0.9 1.3 1.1 1.5 1.3 1.3 3.1 4.9 6.3 6.7 5.1 3.0 2.4 1.8 0.8 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.3 1.2 1.3 1.0 0.5 0.4 0.3 0.4 0.8 0.8 0.6 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 0.9 1.4 1.6 2.2 2.5 3.8 5.3 6.6 5.3 2.5 1.8 1.4 0.6 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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0.0 0.1 0.1 0.2 0.2 0.4 0.3 0.3 0.4 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 1.0 2.1 2.8 3.2 3.0 5.1 6.5 4.7 1.8 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.6 1.2 1.7 2.0 2.2 3.9 5.2 5.5 4.1 1.8 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.3 1.8 2.0 2.9 3.4 3.7 3.3 1.9 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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S-MH:20
S-MH:20
S-MH:20
S-MH:20
S-MH:20
S-MH:20
S-MH:20
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CJM
2018-10-23
RAM
SHEET
APPROVED BY
OF14 15
DRAWN BY
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DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
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OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
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SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
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CS910
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
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PHOTOMETRIC NOTES:
1.ALL LIGHTING WILL CONFORM TO SECTION § 165-201.07 OF THE FREDERICK COUNTY ZONING
ORDINANCE.
2. LIGHT FIXTURES SHALL BE DOWNCAST AND FULL CUTOFF.
3. TOTAL SITE LIGHTING FIXTURES = 7
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2018-10-23
RAM
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APPROVED BY
OF15 15
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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NOT FOR CONSTRUCTION
CS911
01-03-2019
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
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EE
R