HomeMy WebLinkAbout03-23 Site PlanSITE
I-81R
T
3
7
RT 11RETAIL /
COMMERCIAL
SELF-STORAGE
COMMERCIAL
AUTO SALES
U:\Accounts\HWCNX\HWCNX22004 - Winchester Mitsubishi Exp\DESIGN\_SHEETS\CS0000.dwg PLOTTED: 3/21/2023 5:33 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE PLANCS0000 BYNO.DATEREVISIONSHWCNX22004
NO SCALE
KLM
2023-02-03
RAM
SHEET
APPROVED BY
OFCS0000 13
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.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION
LOCATION MAP
Scale: 1" = 2000'NORTHCALL 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
03-21-2023
H & W CONSTRUCTION, INC1025 MARTINSBURG PIKE | WINCHESTER, VIRGINIA 22603COVER SHEETWINCHESTER MITSUBISHI SERVICE DROP-OFF EXPANSIONSITE PLAN3880 VALLEY PIKE | WINCHESTER, VIRGINIA 22602BACK CREEK MAGISTERIAL DISTRICTPREPARED FOR:
OWNER
MAYAKOBA GLOBAL PROPERTIES, LLC
3880 VALLEY PIKE
WINCHESTER, VIRGINIA 22602
(202) 658-9965
DEVELOPER
H & W CONSTRUCTION, INC
1025 MARTINSBURG PIKE
WINCHESTER, VIRGINIA 22603
540-667-3722
WINCHESTER MITSUBISHI
SERVICE DROP-OFF EXPANSION
SITE PLAN
SITE PLAN #03-23
(PREVIOUSLY APPROVED SITE PLAN #87-05)
BACK CREEK MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
ORIG SUBMISSION DATE: FEBRUARY 13, 2023
REVISED SUBMISSION DATE: MARCH 21, 2023
PIN 75A-6-B-41B
APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR
________________________________________________________________________________
APPROVED BY DATE
LOCAL UTILITIES
RAPPAHANNOCK ELECTRIC CO-OP
137 KELLEY COURT
FRONT ROYAL, VIRGINIA 22630
(540) 662-2037
VERIZON
404 HILLANDALE LANE
WINCHESTER, VIRGINIA 22602
(540) 665-3156
COMCAST COMMUNICATIONS
195 RAINVILLE ROAD
WINCHESTER, VIRGINIA 22602
(540) 504-0942
WASHINGTON GAS
350 HILLANDALE LN.
WINCHESTER, VIRGINIA 22602
(540) 868-7913
FREDERICK WATER
315 TASKER ROAD
STEPHENS CITY, VIRGINIA 22655
(540) 868-1061
SHEET INDEX
SHEET NO.SHEET TITLE
CS0000 COVER SHEET
CS0001 GENERAL NOTES AND LEGENDS
CS1000 OVERALL EXISTING CONDITIONS
CS1500 EXISTING CONDITIONS AND DEMOLITION PLAN
CS2000 EROSION AND SEDIMENT CONTROL NARRATIVE
CS2100 EROSION AND SEDIMENT CONTROL PLAN
CS2500 EROSION AND SEDIMENT CONTROL DETAILS
CS4000 OVERALL SITE PLAN
CS4001 SITE PLAN
CS4100 GRADING PLAN AND STORM PROFILE
CS4120 SITE SECTIONS
CS4500 SITE AND STORM DETAILS
CS7000 LANDSCAPE PLAN, NOTES AND DETAILS
SUBMISSION REVIEW TRACKING
2-13-23 PUBLIC WORKS, INSPECTIONS, GIS, PLANNING,
FREDERICK WATER, FIRE MARSHALL, VDOT
(SUBMIT FOR REVIEW)
2-22-23 INSPECTIONS (RE-SUBMIT FOR REVIEW)
3-13-23 PLANNING (RE-SUBMIT FOR REVIEW)
3-21-23 PLANNING (RE-SUBMIT FOR REVIEW)
AGENCY APPROVAL TRACKING
2-16-23 FIRE MARSHALL
2-23-23 GIS
2-24-23 INSPECTIONS
3-03-23 PUBLIC WORKS
3-10-23 VDOT
3-14-23 FRED. WTR
U:\Accounts\HWCNX\HWCNX22004 - Winchester Mitsubishi Exp\DESIGN\_SHEETS\CS0001.dwg PLOTTED: 3/21/2023 5:33 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE PLANCS0001 BYNO.DATEREVISIONSHWCNX22004
AS SHOWN
KLM
2023-02-03
RAM
SHEET
APPROVED BY
OFCS0001 13
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.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION
03-21-2023
H & W CONSTRUCTION, INC1025 MARTINSBURG PIKE | WINCHESTER, VIRGINIA 22603GENERAL NOTES AND LEGENDSWINCHESTER MITSUBISHI SERVICE DROP-OFF EXPANSIONSITE PLAN3880 VALLEY PIKE | WINCHESTER, VIRGINIA 22602BACK CREEK MAGISTERIAL DISTRICTGENERAL CONSTRUCTION NOTES:
1.THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING
RESTORATION FOR THE COMPLETED 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 HEALTH, VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, FREDERICK COUNTY
SANITATION AUTHORITY, THE CONTRACT DOCUMENTS AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD
AND BRIDGE SPECIFICATIONS DATED JANUARY 2002; VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
STANDARDS DATED FEBRUARY 1, 2001; AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA
PROTECTION MANUAL DATED JANUARY 1, 1996.
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 COMPANIES 72
HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777.
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.
4.ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE ENGINEER.
5.ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE
CONTRACTOR'S RESPONSIBILITY.
6.CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, PERMITS FROM FREDERICK COUNTY FOR LAND DISTURBANCE AND
VIRGINIA DEPARTMENT OF TRANSPORTATION FOR WORK WITHIN VIRGINIA DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED.
7.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.
8.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 SEVEN CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS.
9.ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH FOUR
INCH 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.
10.SANITARY GRAVITY SEWER, FORCE AND WATER MAINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS
AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK WATER STANDARDS
AND SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY
THE AUTHORITY.
11.CONTRACTOR SHALL CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE-LAYING IN
THE AFFECTED AREA.
12.THE CENTERLINE OF ALL NEW SANITARY GRAVITY SEWER, FORCE AND WATER SHALL BE MAINS STAKED BY
CONTRACTOR AT ALL 100 FOOT STATIONS AND AT ALL BENDS. THE CONTRACTOR SHALL NOT PROCEED WITH
CONSTRUCTION UNTIL THE ALIGNMENT HAS BEEN APPROVED BY THE OWNER.
13. DISINFECTION OF SANITARY GRAVITY SEWER AND FORCE MAIN ARE NOT REQUIRED.
14.ALL FIRE HYDRANTS SHALL CONFORM TO THE FREDERICK COUNTY SANITATION SPECIFICATIONS PART III
PARAGRAPH 5.
15.CONTRACTOR SHALL RESTORE ALL EXISTING RESIDENTIAL DRIVEWAYS AND BUSINESS ENTRANCES TO THEIR
ORIGINAL STATE, IF DAMAGED DURING CONSTRUCTION.
16.ALL UTILITIES WILL BE LOCATED UNDERGROUND.
TRAFFIC CONTROL NOTES:
1.THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL RESIDENCES AND BUSINESSES FOR THE DURATION OF
THE CONTRACT.
2.TRAFFIC SHALL BE MAINTAINED IN TWO DIRECTIONS ON ALL PUBLIC AND PRIVATE STREETS FOR THE DURATION OF THE
CONTRACT. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNS, BARRIERS, FLAGMEN AND OTHER
CONTROLS.
3.ALL TRAFFIC CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE VIRGINIA DEPARTMENT OF
TRANSPORTATION WORK AREA PROTECTION MANUAL
4.THE CONTRACTOR SHALL CLOSE ALL OPEN TRENCHES IN PAVED AREAS AT THE END OF EACH WORK DAY WHEN
POSSIBLE. IN AREAS WHERE THE TRENCH CANNOT BE CLOSED AT THE END OF THE WORK DAY DUE TO SEQUENCING
OF WORK OR OTHER CONSTRAINTS, THE TRENCH MAY BE PROTECTED BY PROVIDING STEEL PLATING AND WARNING
SIGNS. PLATING OF OPEN TRENCHES WILL NOT BE PERMITTED IN AREAS IN RISK OF COLLAPSING DUE TO UNSTABLE
SOIL CONDITIONS. ALL STEEL PLATING OF TRENCHES SHALL BE APPROVED BY THE VIRGINIA DEPARTMENT OF
TRANSPORTATION.
5.TRENCHES IN PAVED AREAS MAY BE TEMPORARILY MAINTAINED IN THE FOLLOWING MANNER UNTIL FINAL PAVEMENT
RESTORATION IS COMPLETE:
5.1.RESIDENTIAL AREAS
METHOD: STONE BACKFILL FLUSH WITH PAVEMENT SURFACE
TIME LIMIT: 5 CALENDER DAYS
METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS
TIME LIMIT: 30 CALENDER DAYS BUSINESS
5.2.COMMERCIAL AND INDUSTRIAL AREAS
METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS
TIME LIMIT: 14 CALENDER DAYS
ALL TEMPORARY PAVEMENT REPAIRS SHALL BE REGULARLY INSPECTED BY THE CONTRACTOR AND MAINTAINED IN
A SAFE MANNER. TEMPORARY PAVEMENT REPAIRS SHALL BE SMOOTH AND REGULAR WITHOUT CREATING
HAZARD TO VEHICULAR OR PEDESTRIAN TRAFFIC.
6.PAVEMENT REMOVAL SHALL BE ACCOMPLISHED BY CREATING A STRAIGHT LINE SAW CUT OF A MINIMUM OF TWO
INCHES IN DEPTH AT THE LIMITS OF THE REMOVAL. CONCRETE SURFACES MAY BE REMOVED TO THE NEAREST JOINT
IN LIEU OF SAW CUTTING IF A CLEAN STRAIGHT EDGE CAN BE CREATED PRIOR TO REPAIR INSTALLATION.
LOCATOR MARKERS
LOCATOR MARKERS (BURIED TRANSPONDERS) SHALL BE PLACED DIRECTLY OVER THE PIPE. MARKERS SHALL BE PLACED
AT:
1.50-FEET INTERVALS
2.EACH BEND
3.THE END OF EACH JOINT THAT IS DEFLECTED
4.ANY ADDITIONAL LOCATION THE AUTHORITY'S ENGINEER SHALL DIRECT.
EROSION & SEDIMENT CONTROL NOTES:
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 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 DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN
CONDITIONS. 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
LEGEND
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
STORM SEWER MANHOLE ................
SAN. SEWER MANHOLE ................
SITE DEVELOPMENT SUMMARY
AUTO SALES FACILITY
TAX IDENTIFICATION NUMBERS
CURRENT ZONING
CURRENT USE
PROPOSED USE
SITE AREA
TOTAL DISTURBED AREA
OPEN SPACE /LANDSCAPED AREA
OPEN SPACE REQUIRED
75A--6-B-41B
B2
AUTO SALES FACILITY
2.0000 ACRES
0.1113 ACRES (4,847 SF)
0.3000 ACRES (15.00%)
OPEN SPACE PROVIDED 0.5765 ACRES (28.83%)
PARKING TABULATIONS
16
PARKING SPACES REQUIRED
116 TOTAL PRKG SPACES
-83 DISPLAY SPACES
33 CUSTOMER SPACES
PARKING SPACES PROVIDED
HC PARKING
NUMBER OF SPACES PROVIDED 33
HC SPACES REQUIRED 2 (1 VAN ACCESSIBLE)
HC SPACES PROVIDED 5 (2 VAN ACCESSIBLE)
BUILDING SETBACKS REQUIRED PROVIDED
SIDE 0'N/A
REAR 0'N/A
FRONT (PRIMARY / ARTERIAL)50'+/- 151.31' (BLDG ADDITION)
MAX. BUILDING HEIGHT
35'
ALLOWED
35' MAX
PROPOSED
MAX. FLOOR AREA RATIO
1.0
ALLOWED
0.11
PROPOSED
FEMA FLOOD MAP # 51069C0330E eff. 1/29/2021
ZONE "X" AREA OF MINIMAL FLOOD HAZARD
FLOOD PLAIN
8,216.54 SF (EX BLDG)
1,317.42 SF (PROP BLDG)
9,533.96 SF (TOTAL GRND FLR AREA)
87,119.99 SF (TOTAL SITE AREA)
[9,533.96 / 87,119.99 SF = 0.11 FAR]
FRONT (COLLECTOR / MINOR)35'+/- 96.52' (BLDG ADDITION)
IMPERVIOUS AREA 1.4235 ACRES (62,006 SF)
LOADING
NO LOADING SPACES REQUIRED
WOODLANDS
EXISTING WOODLANDS 0.0000 ACRES
WOODLANDS DISTURBED 0.0000 ACRES (0%)
TOTAL DEVELOPED LAND AREA 1.4235 ACRES (62,006 SF)
1 PER 400 SF ENCLOSED AREA
(6,577 SF /400)
5 1 PER 3,000 SF OUTSIDE DISPLAY AREA
(14,760 SF /3,000)
12 2 PER SERVICE BAY [6 BAYS (4 EX, 2 PROP)]
33 TOTAL
INSPECTIONS NOTES:
1.BUILDING SHALL COMPLY WITH THE 2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE. OTHER CODES THAT APPLY ARE
ICC / ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. INTERNATIONAL FIRE CODE 2018, VIRGINIA
ENERGY CODE 2018, AND VIRGINIA MECHANICAL CODE 2018.
2.ADDITIONS TO AN EXISTING STRUCTURE SHALL NOT CREATE A NONCOMPLIANCE WITH THE BUILDING CODE. NEW ADDITION
WILL NEED TO BE OF THE SAME TYPE OF CONSTRUCTION AND SHALL MEET THE UNLIMITED AREA REQUIREMENTS OF
SECTION 507 OR A FIRE WALL WILL BE NEEDED.
3.ALL REQUIRED EXITS SHALL MEET ANSI A117.1-09 EXITS SHALL TERMINATE AT A PUBLIC WAY. A DETAILED FIRE EXITING PLAN
SHALL BE PROVIDED WITH THE BUILDING PLANS TO IDENTIFY THE LOCATION AND TRAVEL DISTANCE TO THE ACCESSIBLE
EXITS. NEW EXITS MAY NEED TO MEET ANSI A117.1-09.
4.AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO THE FACILITY AND TO THE MAIN ENTRANCE. HANDICAP PARKING SHALL
COMPLY WITH ANSI A117.1-09. VAN ACCESSIBLE PARKING SHALL HAVE A MINIMUM OF 11' WIDTH WITH 5' UNLOADING AREA OR
A MINIMUM OF 8' UNLOADING AREA WITH AN 8' WIDTH. MAXIMUM 2% SLOPE REQUIRED FOR PARKING AND UNLOADING.
5.MAXIMUM THRESHOLD AT DOOR SHALL NOT EXCEED 1
2". WALKWAYS SHALL NOT EXCEED 5% SLOPE. SLOPES EXCEEDING 5%
SHALL BE DESIGNED AS RAMPS.
6.CONTRACTOR SHALL COMPLY WITH CHAPTER 17 OF VCC FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF
STRUCTURE (SOILS, CONCRETE ETC.)
PARKING TABULATIONS
BUILDING AREA BREAKDOWN:
± 6,577 SF EX AUTO SALES AREA / ENCLOSED FLOOR AREA
± 1,640 SF EX SRVC AREA (4 BAYS)
± 1,317 SF PROP SRVC AREA (2 BAYS)
± 9,534 SF TOTAL BLDG AREA
±14,760 SF OUTSIDE DISPLAY AREA
(83 SPACES)
NOTES:
1.ALL DOMESTIC WATER AND SANITARY SEWER TO BE EXTENDED FROM WITHIN THE EXISTING BUILDING.
2.SITE LIGHTING REQUIREMENTS
THE SITE LIGHTING SHOWN IS AS SHOWN ON THE APPROVED SITE PLAN SP #87-05. AT THE TIME OF THAT APPROVAL
THE SITE PLAN WAS DEEMED TO SATISFY THE CURRENT COUNTY ORDINANCE. NO CHANGES TO THE SITE LIGHTING
ARE PROPOSED BY THE CURRENT REVISION. IF ANY SITE LIGHTING IS ADDED THOSE POLES AND FIXTURES WILL BE
REQUIRED TO MEET THE CURRENT ORDINANCE SECTION §165-201.07 B. IT SHOULD BE NOTED THAT THE SITE DOES
CURRENTLY EMPLOY SHOE BOX TYPE, DOWNCAST LIGHT FIXTURES AND IS SURROUNDED BY PARCELS IN COMMERCIAL
USE OR STATE ROADWAYS.
3.LOADING SPACE REQUIREMENTS
THE CURRENT APPROVED SITE PLAN, SP #87-05 PROVIDES NO LOADING SPACES AND WAS IN CONFORMANCE WITH THE
STAFF INTERPRETATION OF THE ORDINANCE AT THAT TIME. AS THE USE IS NOT CHANGING AND THE 1300 SF
EXPANSION IS LESS THAN 20% OF THE TOTAL FLOOR AREA, NO LOADING SPACES WOULD BE REQUIRED FOR THIS SITE
PLAN REVISION.
735
740
745
750
732
733734
736737738
739
741
742743744
746
747
748749
7307357317
3
2
7
3
3
7
3
4
736
737
730731730730731732
731
730
730731732733734735736737738 731
730
73
1
740
745
738
739
741
74
2
743
744
730
727
728
729 729728
727
728
730
METAL
SHED
METAL
SHED
CAR
DEALERSHIP
EX ONE
STORY BLOCK
BUILDING
(±8,217 SF)VA. SEC. RTE. 839KAVANAUGH DRIVEPIN 75A-6-B-41B
MAYAKOBA GLOBAL PROPERTIES, LLC
INST. 160001783
2.000 ACRES
ZONED: B2
USE: COMMERCIAL
PIN 75-A-4
LANZETTA
PROPERTIES, LLC
INST. 180006877
ZONED: B2
USE: COMMERCIAL
PIN 75A-6-B-41
VANCO, L.L.C.
DB 969 PG 1197
ZONED: B2
USE: COMMERCIAL
N 60°15'08" W 275.00'N 25°44'38" E 311.79'S 60°15'12" E 236.77'S 15°15'23" E 84.85'S 29°44'53" W 251.04'
US ROUTE 11 VALLEY PIKE
45 MPH POSTED SPEED LIMIT
50' BLDG SBCK 35' BLDG SBCKTO VALLEY PIKE20'
WTR ESMT
8C
8C
32B
32B
8B
8B
U:\Accounts\HWCNX\HWCNX22004 - Winchester Mitsubishi Exp\DESIGN\_SHEETS\CS1000.dwg PLOTTED: 3/21/2023 5:33 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE PLANCS1000 BYNO.DATEREVISIONSHWCNX22004
AS SHOWN
KLM
2023-02-03
RAM
SHEET
APPROVED BY
OFCS1000 13
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.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION
03-21-2023
H & W CONSTRUCTION, INC1025 MARTINSBURG PIKE | WINCHESTER, VIRGINIA 22603OVERALL EXISTING CONDITIONSWINCHESTER MITSUBISHI SERVICE DROP-OFF EXPANSIONSITE PLAN3880 VALLEY PIKE | WINCHESTER, VIRGINIA 22602BACK CREEK MAGISTERIAL DISTRICTMarsh & Legge Land Surveyors, P.L.C.
560 NORTH LOUDOUN STREET ~ WINCHESTER, VIRGINIA 22601
PHONE (540) 667-0468 ~ FAX (540) 667-0469 ~ EMAIL office@marshandlegge.com
www.marshandlegge.com
NOTES:
1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY
COMPLETED AUGUST 19, 2022.
2. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT
THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT
THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED
ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM INFORMATION AVAILABLE.
3. HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID;
VERTICAL DATUM IS BASED ON NAVD 88 ELEVATIONS ESTABLISHED USING GPS METHODS.
NOR
T
H
MAP UNIT SYMBOL MAP UNIT NAME HSG
8B CHILHOWIE SILTY CLAY LOAM (2 TO 7% SLOPES)D
8C CHILHOWIE SILTY CLAY LOAM (7 TO 15% SLOPES)D
32B OAKLET SILT LOAMS (2 TO 7% SLOPES)C
CAR
DEALERSHIP
EX ONE
STORY BLOCK
BUILDING
(±8,217 SF)2,990 EX SF ASPHALT TO BE REMOVED
161 SF EX CONC S/W TO BE REMOVED
250 SF EX CONC S/W TO BE REMOVED
63 LF CG-6 TO BE REMOVED
79 LF CG-6 TO BE REMOVED
9 LF CG-2 TO BE REMOVED
14 LF CG-6 TO BE REMOVED108 LF CG-6 TO BE REMOVED
EX DI-3C TO BE REMOVED
4 LF EX 21" CCP STORM PIPE
TO BE REMOVED
EX METAL POST TO BE RELOCATED
AS NECESSARY
X
EX TREE TO BE RELOCATED
X
EX LIGHT POLE TO REMAIN
XEX TREE TO BE RELOCATED
28 LF UGE TO BE RELOCATED
LIMITS OF DISTURBANCE
CAR
DEALERSHIP
EX ONE
STORY BLOCK
BUILDING
(±8,217 SF)730731730730
73
1
730
728
729 729728
727
728
730
U:\Accounts\HWCNX\HWCNX22004 - Winchester Mitsubishi Exp\DESIGN\_SHEETS\CS1500.dwg PLOTTED: 3/21/2023 5:34 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE PLANCS1500 BYNO.DATEREVISIONSHWCNX22004
AS SHOWN
KLM
2023-01-18
RAM
SHEET
APPROVED BY
OFCS1500 13
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.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION
03-21-2023
H & W CONSTRUCTION, INC1025 MARTINSBURG PIKE | WINCHESTER, VIRGINIA 22603EXISTING CONDITIONS AND DEMOLITION PLANWINCHESTER MITSUBISHI SERVICE DROP-OFF EXPANSIONSITE PLAN3880 VALLEY PIKE | WINCHESTER, VIRGINIA 22602BACK CREEK MAGISTERIAL DISTRICT00 10'20'
GRAPHIC SCALE 1"=10'
NOR
T
H
DEMOLITION PLAN
SCALE: 1" = 10
EXISTING CONDITIONS AT BUILDING EXPANSION
SCALE: 1" = 10
00 10'20'
GRAPHIC SCALE 1"=10'
U:\Accounts\HWCNX\HWCNX22004 - Winchester Mitsubishi Exp\DESIGN\_SHEETS\CS2000.dwg PLOTTED: 3/21/2023 5:34 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE PLANCS2000 BYNO.DATEREVISIONSHWCNX22004
AS SHOWN
KLM
2023-01-18
RAM
SHEET
APPROVED BY
OFCS2000 13
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.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION
03-21-2023
H & W CONSTRUCTION, INC1025 MARTINSBURG PIKE | WINCHESTER, VIRGINIA 22603EROSION AND SEDIMENT CONTROL NARRATIVEWINCHESTER MITSUBISHI SERVICE DROP-OFF EXPANSIONSITE PLAN3880 VALLEY PIKE | WINCHESTER, VIRGINIA 22602BACK CREEK MAGISTERIAL DISTRICTLONG 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 COUNTY 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 PROJECT IS A BUILDING ADDITION ON AN EXISTING AUTO SALES BUILDING. A 1,317 SF SERVICE
DROP-OFF EXPANSION IS BEING ADDED THE NORTH SIDE OF THE EXISTING MITSUBISHI CAR DEALERSHIP
BUILDING LOCATED AT 3880 VALLEY PIKE IN WINCHESTER. THE PROPERTY SITS AT THE SOUTHWEST CORNER
OF KAVANAUGH DRIVE AND US ROUTE 11 (VALLEY PIKE.) THE PROJECT WITH INCLUDE THE EXPANSION OF
THE BUILDING, PARKING LOT IMPROVEMENTS, SIDEWALK IMPROVEMENTS, SITE GRADING, AND MINOR
CHANGES TO THE EXISTING STORM SYSTEM.
EXISTING SITE CONDITIONS
THE EXISTING CONDITIONS INCLUDE AN EXISTING BUILDING AND ASPHALT PARKING LOT. SOME GRASS
EXISTS ON SITE ALONG THE PERIMETER OF THE PROPERTY AND WITHIN GRASS ISLANDS IN THE PARKING LOT.
ADJACENT PROPERTY
THE PROJECT IS BOUND BY KAVANAUGH DRIVE TO THE NORTH, US ROUTE 11 TO THE EAST, AND
COMMERCIAL PROPERTY TO THE SOUTH AND WEST.
OFF-SITE AREAS
THERE ARE NO OFFSITE AREAS.
SOILS AND GEOLOGY
SEE EXISTING CONDITIONS PLAN, SHEET CS1000.
CRITICAL AREAS
CRITICAL AREAS, IF ANY, 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.
A TEMPORARY RIGHT-OF-WAY DIVERSION (3.11) SHALL BE INSTALLED ON THE WEST SIDE OF THE
PROPOSED BUILDING EXPANSION TO PREVENT UPHILL DRAINAGE FROM ENTERING THE
CONSTRUCTION AREA.
FILTER SOCK 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.
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.
TREE PROTECTION (3.38) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO PREVENT DAMAGE TO
EXISTING TREES TO REMAIN.
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.
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.
9VAC25-840-40. MINIMUM STANDARDS.
A VESCP MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS:
1.PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL
GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS
TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS.
PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
2.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED
WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY
TRANSPORTED FROM THE PROJECT SITE.
3.A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY
STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED
THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
4.SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES 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.
5.STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS
IMMEDIATELY AFTER INSTALLATION.
6.SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE
AREA TO BE SERVED BY THE TRAP OR BASIN.
a.THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND
THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.
b.SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR
EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A
SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM,
MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF
COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE
CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
7.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.
8.CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
9.WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
10.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.
11.BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE
OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE
CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
12.WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT,
CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING
CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS.
EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS.
13.WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH
PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
14.ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE
WATERCOURSES SHALL BE MET.
15.THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS
COMPLETED.
16.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 THIS CHAPTER.
f.APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.
17.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. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING
ACTIVITIES.
18.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
VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT
DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER
RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS
AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN
CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY
REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS:
a.CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN
ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE
RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE
OR PIPE SYSTEM SHALL BE PERFORMED.
b.ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:
(1)THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE
CHANNEL IS 100 TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION;
(2)(A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL
NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS.
(b)ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO
VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE
THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND
(c)PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT
STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM.
c.IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT
ADEQUATE, THE APPLICANT SHALL:
(1)IMPROVE THE CHANNELS TO A CONDITION WHERE A 10-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR
STORM WILL NOT CAUSE EROSION TO THE CHANNEL, THE BED, OR THE BANKS.
(2)IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10-YEAR STORM IS CONTAINED WITHIN THE
APPURTENANCES;
(3)DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO YEAR STORM
TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK
RUNOFF RATE FROM A 10-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR
(4)PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS
SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION
d.THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.
e.ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE
DEVELOPMENT CONDITION OF THE SUBJECT PROJECT.
f.IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM
THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE
REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE.
g.OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS
SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION
FROM THE FACILITY TO THE RECEIVING CHANNEL.
h.ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.
i.INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON
ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE
SYSTEM, OR TO A DETENTION FACILITY.
j.IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A
RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE
SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE
CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT
THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS.
k.ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER
WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS,
STREAMS AND OTHER WATERS OF THE STATE.
l.ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT
ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE
CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL
OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (I) DETAIN THE WATER QUALITY
VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE
EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE
ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A
LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A
GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW
RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT
WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS
PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY
REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS
PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT.
m.FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY
REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY
COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§
62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH
LAND-DISTURBING ACTIVITIES (I) ARE IN ACCORDANCE WITH PROVISIONS FOR TIME LIMITS ON
APPLICABILITY OF APPROVED DESIGN CRITERIA IN 9VAC25-870-47 OR GRANDFATHERING IN
9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION, IN
WHICH CASE THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE
ACT SHALL APPLY, OR (II) ARE EXEMPT PURSUANT TO § 62.1-44.15:34 C 7 OF THE ACT.
n.COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE
VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION SHALL BE DEEMED TO SATISFY
THE REQUIREMENTS OF THIS SUBDIVISION 19.
1,317 SF
SERVICE DROP-OFF
EXPANSION
(2 BAYS)
NEW DOOR LOCATION/
DOUBLE SWING DOOR
16' O.H. DOOR
16' O.H. DOOR
730731730730
73
1
730
727
728
729 729728
727
728
730
1
4 LF 15" ADS N-12 @ 1.84%
REMOVE 4 LF EX 21" CCP
INSTALL NEW DI-1
W/ TRAFFIC BRG GRATE
(SEE STORM PROFILE)
29 80
FL
30 30
TC
30 35 30 35 30 35
30 25 30 30 30 30
TC 30 20
30 20
TC
30 20
TC 30 31
TC
29 81
FL 29 65 29 65
29 65
29 70
30 33
EX
30 23
EX 30 25
EX
30 40
30 35
30 30
TC
30 25
TC
30 30
TC
30 45 30 45
30 45 30 45
30 25 30 2012'10' 29 99
EX
29 11
EX
29 39
EX 30 10
TC
30 30
29 96
TC
29 29 30 15 30 15
30 18
TC
30 45
TC
30 05
TC
30 15
TC
729.98
729.95
730
730
30 47
30 45
729.55
728.96
27 07
27 24
EX
27 57
TC
26 73
LP
27 40
TC
26 73
27 40
TC
27 40
TC 27 08
EX
27 41
TC
27 50
27 83
TC
29 85
TC
29 18
EX
29 23
EX
28 96
EX 29 38
29 23
29 90
TC
29 50
29 47
29 80
TC
30 11
EX 30 44
TC
29 67 30 00
TC
30 65
TC
29 63
EX
728729727730METAL
SHED
CAR
DEALERSHIP
EX ONE
STORY BLOCK
BUILDING
(±8,217 SF)S 15°15'23" E 84.85'LIMITS OF DISTURBANCE
CE
IP
FS
LOD
LOD TP
PS
PS
PS
PS
RWD
IP
RWD
FS
FS
FS
8C
32B
U:\Accounts\HWCNX\HWCNX22004 - Winchester Mitsubishi Exp\DESIGN\_SHEETS\CS2100.dwg PLOTTED: 3/21/2023 5:35 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE PLANCS2100 BYNO.DATEREVISIONSHWCNX22004
AS SHOWN
KLM
2023-01-18
RAM
SHEET
APPROVED BY
OFCS2100 13
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.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOR
T
H
NOT FOR BID OR CONSTRUCTION
03-21-2023
H & W CONSTRUCTION, INC1025 MARTINSBURG PIKE | WINCHESTER, VIRGINIA 22603EROSION AND SEDIMENT CONTROL PLANWINCHESTER MITSUBISHI SERVICE DROP-OFF EXPANSIONSITE PLAN3880 VALLEY PIKE | WINCHESTER, VIRGINIA 22602BACK CREEK MAGISTERIAL DISTRICT00 10'20'
GRAPHIC SCALE 1"=10'
EROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
FILTER SOCK FS
3.07 STORM DRAIN
INLET PROTECTION IP
LIMITS OF DISTURBANCE LOD
3.32 PERMANENT SEEDING PS PS
SWM NOTE:
1.TOTAL DISTURBED AREA OF 4,847 SF RESULTING FROM MINOR
EXPANSION OF EXISITNG BUILDING REQUIRES NO STORMWATER
MANAGEMENT IMPROVEMENTS.
3.11
TEMPORARY
RIGHT-OF-WAY
DIVERSION
RWD RWD
3.38 TREE PRESERVATION
AND PROTECTION TP TP
U:\Accounts\HWCNX\HWCNX22004 - Winchester Mitsubishi Exp\DESIGN\_SHEETS\CS2500.dwg PLOTTED: 3/21/2023 5:35 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE PLANCS2500 BYNO.DATEREVISIONSHWCNX22004
AS SHOWN
KLM
2023-01-18
RAM
SHEET
APPROVED BY
OFCS2500 13
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.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION
03-21-2023
H & W CONSTRUCTION, INC1025 MARTINSBURG PIKE | WINCHESTER, VIRGINIA 22603EROSION AND SEDIMENT CONTROL DETAILSWINCHESTER MITSUBISHI SERVICE DROP-OFF EXPANSIONSITE PLAN3880 VALLEY PIKE | WINCHESTER, VIRGINIA 22602BACK CREEK MAGISTERIAL DISTRICT
151.31'26'50.67'1,317 SF
SERVICE
DROP-OFF
EXPANSION
(2 BAYS)
NEW DOOR LOCATION/
DOUBLE SWING DOOR
16' O.H. DOOR
16' O.H. DOOR
96.52'
1
METAL
SHED
METAL
SHED
CAR
DEALERSHIP
EX ONE
STORY BLOCK
BUILDING
(±8,217 SF)VA. SEC. RTE. 839KAVANAUGH DRIVEPIN 75A-6-B-41B
MAYAKOBA GLOBAL PROPERTIES, LLC
INST. 160001783
2.000 ACRES
ZONED: B2
USE: COMMERCIAL
PIN 75-A-4
LANZETTA
PROPERTIES, LLC
INST. 180006877
ZONED: B2
USE: COMMERCIAL
PIN 75A-6-B-41
VANCO, L.L.C.
DB 969 PG 1197
ZONED: B2
USE: COMMERCIAL
N 60°15'08" W 275.00'N 25°44'38" E 311.79'S 60°15'12" E 236.77'S 15°15'23" E 84.85'S 29°44'53" W 251.04'
US ROUTE 11 VALLEY PIKE
45 MPH POSTED SPEED LIMIT
50' BLDG SBCK 35' BLDG SBCKTO VALLEY PIKE20'
WTR ESMT
9 EX CUSTOMER SPACES
(5 HC)
14 EX DISPLAY SPACES
2,520 SF
14 EX DISPLAY SPACES
2,520 SF
7
EX DISPLAY
SPACES
1,260 SF
5 EX
DISPLAY
SPACES
900 SF
19
DISPLAY
SPACES
3,240 SF
5
EX DISPLAY
SPACES
900 SF
7
EX DISPLAY
SPACES
1,260 SF
5
EX DISPLAY
SPACES
900 SF
7
EX DISPLAY
SPACES
1,260 SF
8
EX CUSTOMER
SPACES
3
EX
CUSTOMER
SPACES
4
EX CUSTOMER SPACES
8
EX CUSTOMER SPACES
1 EX CUSTOMER SPACE
U:\Accounts\HWCNX\HWCNX22004 - Winchester Mitsubishi Exp\DESIGN\_SHEETS\CS4000.dwg PLOTTED: 3/21/2023 5:35 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE PLANCS4000 BYNO.DATEREVISIONSHWCNX22004
AS SHOWN
KLM
2023-02-03
RAM
SHEET
APPROVED BY
OFCS4000 13
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.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOR
T
H
NOT FOR BID OR CONSTRUCTION
03-21-2023
H & W CONSTRUCTION, INC1025 MARTINSBURG PIKE | WINCHESTER, VIRGINIA 22603OVERALL SITE PLANWINCHESTER MITSUBISHI SERVICE DROP-OFF EXPANSIONSITE PLAN3880 VALLEY PIKE | WINCHESTER, VIRGINIA 22602BACK CREEK MAGISTERIAL DISTRICT00 20'40'
GRAPHIC SCALE 1"=20'
NOTES:
1.ALL DOMESTIC WATER AND SANITARY SEWER TO BE EXTENDED FROM WITHIN THE EXISTING BUILDING.
2.SITE LIGHTING REQUIREMENTS
THE SITE LIGHTING SHOWN IS AS SHOWN ON THE APPROVED SITE PLAN SP #87-05. AT THE TIME OF
THAT APPROVAL THE SITE PLAN WAS DEEMED TO SATISFY THE CURRENT COUNTY ORDINANCE. NO
CHANGES TO THE SITE LIGHTING ARE PROPOSED BY THE CURRENT REVISION. IF ANY SITE LIGHTING IS
ADDED THOSE POLES AND FIXTURES WILL BE REQUIRED TO MEET THE CURRENT ORDINANCE
SECTION §165-201.07 B. IT SHOULD BE NOTED THAT THE SITE DOES CURRENTLY EMPLOY SHOE BOX
TYPE, DOWNCAST LIGHT FIXTURES AND IS SURROUNDED BY PARCELS IN COMMERCIAL USE OR STATE
ROADWAYS.
3.LOADING SPACE REQUIREMENTS
THE CURRENT APPROVED SITE PLAN, SP #87-05 PROVIDES NO LOADING SPACES AND WAS IN
CONFORMANCE WITH THE STAFF INTERPRETATION OF THE ORDINANCE AT THAT TIME. AS THE USE IS
NOT CHANGING AND THE 1300 SF EXPANSION IS LESS THAN 20% OF THE TOTAL FLOOR AREA, NO
LOADING SPACES WOULD BE REQUIRED FOR THIS SITE PLAN REVISION.
26'50.67'1,317 SF
SERVICE DROP-OFF
EXPANSION
(2 BAYS)
SAW CUT & MATCH
EX. PVMT
SAW CUT & MATCH
EX. PVMT
SAW CUT EX CG-2
MATCH EX CG-2
NEW DOOR LOCATION/
DOUBLE SWING DOOR
16' O.H. DOOR
16' O.H. DOOR
CG-6SAW CUT &
MATCH EX CG-6
SAW CUT &
MATCH EX CG-6
20'
17.19'
SERVICE DROP-OFF
ENTRANCE
14.62'
5.5'10'CG-6R18'
2'
4'
SECTION A
SECTION B SECTION CSAW CUT &
MATCH EX CG-6
2'
R
MATCH EX. PVMT
PROP PARKING
LOT RESTRIPING
19
7.5'18' SERVICE
DROP-OFF EXIT
8.5'9' CURBRAMPSAW CUT EX CG-6
MATCH EX CG-6
SAWCUT 1' STRIP EX ASPHALT PVMT
ALONG ALL NEW CURB & GUTTER.
PROVIDE NEW ASPHALT PAVEMENT
TO PROVIDE POSITIVE DRAINAGE8'8'8'10'9'9'9'9'9'9'9.7'SECTION DSECTION ECOMPACT CAR STORAGE90°9'R10'R12'REX LIGHT POLE
TO REMAIN
TRANSITION
TO CG-6R
10' TRANSITION
TO CG-6R
CG-6R
TRANSITION
TO CG-6R
TRANSITION
TO CG-6R CG-6RCG-
6CG-6CG-6CG-6CG-6
RELOCATED UGE
CG-
6
10' TRANSITION
TO CG-6R
CG-6R
2'
R
PROP CG-9B
WARP CG-9 GUTTER
TO MATCH DI-1 APRON
1
4 LF 15" ADS N-12 @ 1.84%
REMOVE 4 LF EX 21" CCP
INSTALL NEW DI-1
W/ TRAFFIC BRG GRATE
(SEE STORM PROFILE)
METAL
SHED
CAR
DEALERSHIP
EX ONE
STORY BLOCK
BUILDING
(±8,217 SF)
LIMITS OF DISTURBANCE
U:\Accounts\HWCNX\HWCNX22004 - Winchester Mitsubishi Exp\DESIGN\_SHEETS\CS4001.dwg PLOTTED: 3/21/2023 5:36 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE PLANCS4001 BYNO.DATEREVISIONSHWCNX22004
AS SHOWN
KLM
2023-01-18
RAM
SHEET
APPROVED BY
OFCS4001 13
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.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOR
T
H
NOT FOR BID OR CONSTRUCTION
03-21-2023
H & W CONSTRUCTION, INC1025 MARTINSBURG PIKE | WINCHESTER, VIRGINIA 22603SITE PLANWINCHESTER MITSUBISHI SERVICE DROP-OFF EXPANSIONSITE PLAN3880 VALLEY PIKE | WINCHESTER, VIRGINIA 22602BACK CREEK MAGISTERIAL DISTRICT00 10'20'
GRAPHIC SCALE 1"=10'
SITE PLAN
SCALE: 1" = 10'
ASPHALT PAVEMENT
NTS
1 1 2" SURFACE COURSE (SM 12.5A)
2" IM 19.0
COMPACTED SUBGRADE
6" DENSE GRADED STONE (21B)
CONCRETE SIDEWALK
NTS
4" CONCRETE
4" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
730731730730
73
1
730
728
729 729728
727
728
730
METAL
SHED
CAR
DEALERSHIP
EX ONE
STORY BLOCK
BUILDING
(±8,217 SF)
1,317 SF
SERVICE DROP-OFF
EXPANSION
(2 BAYS)
SAW CUT & MATCH
EX. PVMT
SAW CUT & MATCH
EX. PVMT
SAW CUT EX CG-2
MATCH EX CG-2
NEW DOOR LOCATION/
DOUBLE SWING DOOR
16' O.H. DOOR
16' O.H. DOOR
CG-6SAW CUT &
MATCH EX CG-6
SAW CUT &
MATCH EX CG-6
CG-6RSAW CUT &
MATCH EX CG-6
MATCH EX. PVMT
SAW CUT EX CG-6
MATCH EX CG-6
SAWCUT 1' STRIP EX ASPHALT PVMT
ALONG ALL NEW CURB & GUTTER.
PROVIDE NEW ASPHALT PAVEMENT
TO PROVIDE POSITIVE DRAINAGE
TRANSITION
TO CG-6R
10' TRANSITION
TO CG-6R
CG-6R
TRANSITION
TO CG-6R
TRANSITION
TO CG-6R CG-6RCG-
6CG-6CG-6CG-6CG-6
CG-
6
10' TRANSITION
TO CG-6R
CG-6R
PROP CG-9B
WARP CG-9 GUTTER
TO MATCH DI-1 APRON
LIMITS OF DISTURBANCE
1
4 LF 15" ADS N-12 @ 1.84%
REMOVE 4 LF EX 21" CCP
INSTALL NEW DI-1
W/ TRAFFIC BRG GRATE
(SEE STORM PROFILE)
29 80
FL
30 30
TC
30 35 30 35 30 35
30 25 30 30 30 30
TC 30 20
30 20
TC
30 20
TC 30 31
TC
29 81
FL 29 65 29 65
29 65
29 70
30 33
EX
30 23
EX 30 25
EX
30 40
30 35
30 30
TC
30 25
TC 30 30
TC
30 45 30 45
30 45 30 45
30 25 30 2012'10' 29 99
EX
29 11
EX
29 39
EX 30 10
TC
30 30
29 96
TC
29 29 30 15 30 15
30 18
TC
30 45
TC
30 05
TC
30 15
TC
729.98
729.95
730
730
30 47
30 45
729.55
728.96
27 07
27 24
EX
27 57
TC
26 73
LP
27 40
TC
26 73
27 40
TC
27 40
TC 27 08
EX
27 41
TC
27 50
27 83
TC
29 85
TC
29 18
EX
29 23
EX
28 96
EX 29 38
29 23
29 90
TC
29 50
29 47
29 80
TC
30 11
EX 30 44
TC
29 67 30 00
TC
30 65
TC
29 63
EX
728729727730EX STR TO STR 1
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 1'
720
725
730
720
730
9+75 10+00730.3730.35730.4730.37730.0729.98730.1730.09730.2730.2110+25
55 LF EX 21" CCP
@ 1.18%
194 LF 15" CCP @ 1.89%
4 LF 15" ADS N-12 @ 1.84%RIM=729.651 - DI-1INV IN 722.74 ()INV OUT 722.64 ()10+08.84CONNECT TO EX15" CPP PIPE
STA:10+05.04
INV:722.57
EX DI-3C SHALL BE REMOVED
EX GRADE
PROP SERVICE
DROP-OFF
EXPANSION
FIN GRADE
U:\Accounts\HWCNX\HWCNX22004 - Winchester Mitsubishi Exp\DESIGN\_SHEETS\CS4100.dwg PLOTTED: 3/21/2023 5:37 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE PLANCS4100 BYNO.DATEREVISIONSHWCNX22004
AS SHOWN
KLM
2023-02-03
RAM
SHEET
APPROVED BY
OFCS4100 13
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.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOR
T
H
NOT FOR BID OR CONSTRUCTION
03-21-2023
H & W CONSTRUCTION, INC1025 MARTINSBURG PIKE | WINCHESTER, VIRGINIA 22603GRADING PLAN AND STORM PROFILEWINCHESTER MITSUBISHI SERVICE DROP-OFF EXPANSIONSITE PLAN3880 VALLEY PIKE | WINCHESTER, VIRGINIA 22602BACK CREEK MAGISTERIAL DISTRICT00 10'20'
GRAPHIC SCALE 1"=10'
SECTION A
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 5'
720
730
740
750
720
730
740
750
9+90 10+00 730.110+20729.8729.98729.5729.6910+40729.1728.910+60STA=10+05.72EX BUILDINGSTA=10+11.22EX FCSTA=10+28.72PROPOSED RAMPSTA=10+33.72PROPOSED RAMPSTA=10+51.72END OF 18' PARKING SPACEEX BLDG
FFE 730.49
PARKING LOT
(18' PARKING SPACE)17.5' SERVICE DROP-OFF ENTRANCE5.5' CONC S/W PROPOSED RAMP
STA=10+12.99EP - EDGE OF NEW ASPHALTEX GRADE
FIN GRADE
SECTION B
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 5'
720
730
740
750
720
730
740
750
9+90 10+00 730.5730.4510+20730.0730.45729.6730.4510+40729.6729.610+60
EX GRADESTA=10+05.72EX BUILDINGSTA=10+31.39EDGE OF PROP BUILDINGSTA=10+33.72PROP FCSTA=10+51.72END OF 18' PARKING SPACEEX BLDG
FFE 730.49
PROP SERVICE DROP-OFF EXPANSION
FIN GRADE
PARKING LOT
(18' PARKING SPACE)
TOP OF SLAB / PROP FFE
730.45
SECTION C
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 5'
720
730
740
750
720
730
740
750
9+90 10+00730.0730.3730.3410+20730.0729.94730.310+40730.410+50STA=10+09.73PROP SERVICE DROP-OFF BUILDING EXITSTA=10+17.35EXISTING PARKING DRIVE AISLESTA=10+37.64EX PARKING DRIVE AISLEPROP SERVICE
DROP-OFF EXPANSION EX PARKING DRIVE AISLE
EX GRADE
FIN GRADE
TOP OF SLAB /
PROP FFE
730.45
STA:9+99.73
ELEV:730.45 STA:10+09.73
ELEV:730.35
STA:10+17.34
ELEV:729.70
7.62'
SERVICE DROP-OFF
EXIT
SECTION D
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 5'
720
730
740
750
720
730
740
750
9+90 10+00729.7729.7310+15STA=10+04.14 PROP EPSTA=10+05.14 SAWCUTSTA=10+02.14 PROP FC1'
PARKING
ISLAND
EX PARKING
DRIVE AISLE
EX
GRADEFIN GRADE
REPLACE EXISTING CURB AS NECESSARY
TO ACHIEVE POSITIVE DRAINAGE TO DI-1
SECTION E
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 5'
720
730
740
750
720
730
740
750
9+90 10+00730.4730.3810+15
1'GRASS EX PARKING
DRIVE AISLE
EX
GRADEFIN GRADE STA=10+04.13 PROP EPSTA=10+05.13 SAWCUTSTA=10+02.13 PROP FCREPLACE EXISTING CURB AS NECESSARY
TO ACHIEVE POSITIVE DRAINAGE TO DI-1
U:\Accounts\HWCNX\HWCNX22004 - Winchester Mitsubishi Exp\DESIGN\_SHEETS\CS4120.dwg PLOTTED: 3/21/2023 5:37 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE PLANCS4120 BYNO.DATEREVISIONSHWCNX22004
AS SHOWN
KLM
2023-02-03
RAM
SHEET
APPROVED BY
OFCS4120 13
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.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION
03-21-2023
H & W CONSTRUCTION, INC1025 MARTINSBURG PIKE | WINCHESTER, VIRGINIA 22603SITE SECTIONSWINCHESTER MITSUBISHI SERVICE DROP-OFF EXPANSIONSITE PLAN3880 VALLEY PIKE | WINCHESTER, VIRGINIA 22602BACK CREEK MAGISTERIAL DISTRICT00 5'10'
GRAPHIC SCALE 1"=5'
U:\Accounts\HWCNX\HWCNX22004 - Winchester Mitsubishi Exp\DESIGN\_SHEETS\CS4500.dwg PLOTTED: 3/21/2023 5:37 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE PLANCS4500 BYNO.DATEREVISIONSHWCNX22004
AS SHOWN
KLM
2023-02-03
RAM
SHEET
APPROVED BY
OFCS4500 13
DRAWN BY
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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.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOT FOR BID OR CONSTRUCTION
03-21-2023
H & W CONSTRUCTION, INC1025 MARTINSBURG PIKE | WINCHESTER, VIRGINIA 22603SITE AND STORM DETAILSWINCHESTER MITSUBISHI SERVICE DROP-OFF EXPANSIONSITE PLAN3880 VALLEY PIKE | WINCHESTER, VIRGINIA 22602BACK CREEK MAGISTERIAL DISTRICT
1,317 SF
SERVICE
DROP-OFF
EXPANSION
(2 BAYS)
NEW DOOR LOCATION/
DOUBLE SWING DOOR
16' O.H. DOOR
16' O.H. DOOR
1
METAL
SHED
METAL
SHED
CAR
DEALERSHIP
EX ONE
STORY BLOCK
BUILDING
(±8,217 SF)VA. SEC. RTE. 839KAVANAUGH DRIVEPIN 75A-6-B-41B
MAYAKOBA GLOBAL PROPERTIES, LLC
INST. 160001783
2.000 ACRES
ZONED: B2
USE: COMMERCIAL
PIN 75-A-4
LANZETTA
PROPERTIES, LLC
INST. 180006877
ZONED: B2
USE: COMMERCIAL
ZONED: B2
USE: COMMERCIAL
N 60°15'08" W 275.00'N 25°44'38" E 311.79'S 60°15'12" E 236.77'S 15°15'23" E 84.85'S 29°44'53" W 251.04'
US ROUTE 11 VALLEY PIKE
45 MPH POSTED SPEED LIMIT
50' BLDG SBCK 35' BLDG SBCKTO VALLEY PIKE20'
WTR ESMT
2 EX
TREES
RELO-
CATED
EX TREE
RELO-
CATED
EX TREE
5 EX
TREES
7 EX
TREES
ZS-3 ZS-3QA-3
GT-1 GT-1
GT-1
GT-1
GT-1
GT-1
22 EXISTING TREES
U:\Accounts\HWCNX\HWCNX22004 - Winchester Mitsubishi Exp\DESIGN\_SHEETS\CS7000.dwg PLOTTED: 3/21/2023 5:38 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE PLANCS7000 BYNO.DATEREVISIONSHWCNX22004
AS SHOWN
KLM
2023-01-18
RAM
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APPROVED BY
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DRAWN BY
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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.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NOR
T
H
NOT FOR BID OR CONSTRUCTION
03-21-2023
H & W CONSTRUCTION, INC1025 MARTINSBURG PIKE | WINCHESTER, VIRGINIA 22603LANDSCAPE PLAN, NOTES AND DETAILSWINCHESTER MITSUBISHI SERVICE DROP-OFF EXPANSIONSITE PLAN3880 VALLEY PIKE | WINCHESTER, VIRGINIA 22602BACK CREEK MAGISTERIAL DISTRICT00 20'40'
GRAPHIC SCALE 1"=20'
GENERAL CONDITIONS:
LANDSCAPE CALCULATIONS:
LANDSCAPED AREA/ OPEN SPACE CALCULATIONS
TOTAL SITE AREA 87,120 SF
LANDSCAPED AREA / OPEN SPACE
REQUIRED 13,068 SF (15.00%)
LANDSCAPED AREA / OPEN SPACE
PROVIDED 25,114 SF (28.83%)
SCOPE OF WORK
THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN
ON THE PLANS AND SPECIFICATIONS.
NOTE: IF THE CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH
THE SYMBOLS DRAWN ON THE PLAN, TOP BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING
AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE.
STANDARDS
A.ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE
AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).
B.PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS.
C.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.
D.NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY.
SUBSTITUTIONS:PRE-BID
IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE MATERIAL SPECIFIED BY THE
ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION.
THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES
THAT CAN BE SUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE
CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.
SUBSTITUTIONS:POST-BID
IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME
UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE.
UTILITIES AND UNDERGROUND FEATURES
THE LANDSCAPE CONTRACT SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO
LOCATE UTILITIES.
A.IF THERE IS A CONFLICT WITH THE UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR
RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE
OWNER.
DRAINAGE
IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT
CONDITION, THE LANDSCAPE CONTRACTOR SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE
CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR
DRAINAGE SITUATION.
WARRANTY
A.THE STANDARD WARRANTY IS FOR A ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE
DATE OF INITIAL ACCEPTANCE. AL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE
PERIOD.
B.BALLED AND BURLAPPED (B&B).
1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO
EXCESS SOIL ON TOP OF THE ROOT BALL OR AROUND THE TRUNK.
2. BALL SIZE SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.
3. CALIPER AND HEIGHT MEASUREMENTS: IN SIZE GRADING B&B SINGLE-TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE
OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE THE GROUND LEVEL (UP TO INCLUDING 4" CALIPER
SIZE) AND 12" ABOVE THE GROUND LEVEL OF LARGER TREES. FOR MULTIPLE-TRUNK TRESS, HEIGHT MEASUREMENT
SHALL TAKE PRECEDENCE OVER CALIPER.
C.CONTAINER-GROWN STOCK
1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF PLANT. CONTAINER-GROWN TREES ARE
MEASURED BY THE SAME STANDARDS LISTED IN B.3 ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL
BE WELL-DEVELOPED AND WELL- DISTRIBUTED THROUGHOUT THE CONTAINER.
2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING AND MATTED ROOTS SHALL BE TREATED IN THE
FOLLOWING
MANNER PRIOR TO PLANTING: USING A KNIFE OR SHARP BLADE, MAKE 4-5 CUTS, 1" DEEP, THE LENGTH OF THE ROOT
BALL, TO CUT ALL CIRCLING ROOTS. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS
SECTION.
3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE,
THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE INCH OF RAINFALL PER WEEK.
A.PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THIS SECTION.
B.ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH
STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.
C.TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES AND
SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24 HOURS WITHOUT ADEQUATE WATER TO INSURE ROOTS
SURVIVAL.
INSPECTION
A.PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF GROWTH
OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY.
B.PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.
C.STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST.
PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS
A.REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER.
B.FOR UNTREATED PLASTIC CONTAINER GROWN PLANTS WITH CIRCLING ROOTS, USE A SHARP KNIFE TO MAKE 1" CUTS THE LENGTH
OF THE ROOTBALL.
C.PLANT SHRUB TO TREE A MINIMUM OF 1/8 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTING GRADE.
D.APPLY A 2 TO 3" THICK LAYER OF APPROVED MULCH. KEEP MULCH 6" AWAY FROM THE TRUNK OF ALL TREES AND SHRUBS.
E.PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE THE BAGS REMOVED DURING THE PLANTING OPERATION. NO
ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY.
MAINTENANCE OF LANDSCAPING NOTES:
1. ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER.
2. REASONABLE PROVISIONS SHALL BE MADE FOR PROTECTION FROM VEHICLES, PEDESTRIANS, OR SHOPPING CARTS.
3. DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR.
4. SHRUBS SHALL BE REPLACED AT A SIZE CONSISTENT WITH THAT OF EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION.
5. TREES SHALL BE REPLACED AT A SIZE OF 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER.
GENERAL LANDSCAPING NOTES:
1. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS.
2. ALL LANDSCAPING SHALL COMPLY WITH SECTION§165-203.01 LANDSCAPING REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
3. OWNER WILL ACCEPT FOR REVIEW, SUBSTITUTIONS FOR ALL LANDSCAPING PROVIDED THEY SATISFY APPLICABLE REGULATIONS.
4. OUTDOOR STORAGE AREAS FOR RVS, BOATS, AND TRAILERS ARE EXEMPT FROM LANDSCAPING REQUIREMENTS (§165-201.10(H)).
PARKING LOT LANDSCAPING
PERIMETER LANDSCAPING
PARKING LOT IMPERVIOUS AREA 50,370 SF
REQUIRED PROVIDED
PERIMETER PARKING LOT SHADE TREES
25
(1 PER 2,000
SF)
25
(22 EX, 3
PROP)
INTERIOR LANDSCAPING
TOTAL PARKING LOT AREA 50,370 SF
PARKING SPACES 116
REQUIRED PROVIDED
PARKING LOT LANDSCAPED AREA 2,519 SF
(5.00%)
3,785 SF
(7.51%)
INTERIOR PARKING LOT SHADE TREES
12
(1 PER 10
SPACES)
12 (12 PROP)
PARKING LOT PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
TREES
GT GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 1/4" CAL. MIN.AS SHOWN 6
QA QUERCUS ACUTISSIMA SAWTOOTH OAK 1 1/4" CAL. MIN.AS SHOWN 3
ZS ZELKOVA SERRATA ' GREEN VASE'GREEN VASE JAPANESE
ZELKOVA 1 1/4" CAL. MIN.AS SHOWN 6
TREE PLANTING
NOT TO SCALE
3x DIAMETER OF ROOT BALL
SET TRUNK PLUMB
L
DO NOT MULCH WITHIN
6" OF TRUNK
3" OF MULCH
SLOPE SIDES OF PLANTING HOLE
REMOVE BURLAP OR WIRE
BASKET FROM TOP
1/3 OF ROOT BALL
TAMP SOIL AROUND ROOT BALL
BASE FIRMLY WITH FOOT PRESSURE
TO PREVENT ROOT BALL FROM
SHIFTING
SECURE GUYS WITH RUBBER
HOSE TO TRUNK
PRUNE ONLY DAMAGED
OR DEAD BRANCHES
*(2) 2"x2" WOOD STAKES
SET AT 180° (ALT: STEEL
FENCE POSTS)
C
NOTES:
1.*STAKE ONLY TO PREVENT
WIND TIP OR WHEN PLANTING
ON STEEP SLOPES
2. REMOVE ALL TAGS AND
ROPES FROM BRANCHES AND
ROOT BALL.
PERIMETER LANDSCAPE
REQUIREMENT
PROP. SHADE TREE
EX. TREELINE
LEGEND