55-23 Site PlanCOVER SHEET01
C-GI-001.DWG
C-GI-001
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G:\PROJECT\ENGIN\3611\0101\PLANS\C-GI-001.DWG, 2/2/2024 3:41 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
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CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GI-001.DWG, 2/2/2024 3:41 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 PROJECT AREA
SITE ENTRANCE
310 TYSON DRIVE
LOADING DOCK EXPANSION
310 TYSON DRIVE
WINCHESTER, VA
GAINESBORO MAGISTERIAL DISTRICT
FREDERICK COUNTY PIN # 43-19-31
SP #55-23
REVISION TO SP #63-22
VICINITY MAP (SCALE 1" = 300')
PROJECT DIRECTORY:
PANNING & DEVELOPMENT
107 NORTH KENT STREET
SUITE 202
WINCHESTER, VA 22601
540-665-5651
WATER AND SEWER
WINCHESTER PUBLIC UTILITIES
15 NORTH CAMERON STREET
WINCHESTER, VA 22601
540-667-1815
FREDERICK WATER
315 TASKER ROAD
STEPHENS CITY, VA 22655
540-868-1429
ENGINEER:
GORDON US LLC
ADDRESS:
4501 DALY DRIVE, SUITE 200
CHANTILLY, VIRGINIA 20151
PHONE:
703-263-7989
CONTACT:
CHRIS KINGSLAND, SENIOR PROJECT
MANAGER
EMAIL:
CKINGSLAND@GORDON.US.COM
DEVELOPER:
LINCOLN PROPERTY COMPANY
ADDRESS:
1530 WILSON BOULEVARD SUITE 200
ARLINGTON, VA 22209
PHONE:
703-284-3344
CONTACT:
CHRIS COX, CONSTRUCTION MANAGER
EMAIL:
CCOX@LPC.COM
OWNER:
RBG TYSON ASSOCIATES LLC
C/O RBG HOLDINGS LLC
ADDRESS:
1100 WILSON BOULEVARD SUITE 210
ARLINGTON, VA 22209
PHONE:
202-839-3600
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TYSON DRIVEMCGHEE ROADPROJECT DESCRIPTION:
THE EXISTING USE OF THE PROPERTY IS WAREHOUSING AND OFFICE SPACE WITH MULTIPLE
LOADING DOCKS ALONG THE SOUTH WESTERN PORTION OF THE BUILDING. THIS PROJECT IS
PROPOSING A LOADING DOCK ADDITION, INCLUDING A DRIVE IN RAMP, THE RELOCATION OF
STORM DRAINS AND FIRE HYDRANTS AT THE BACK OF THE BUILDING, AND THE
MAINTENANCE OF AN EXISTING DRY POND. NO CHANGE TO THE EXISTING USE IS PROPOSED.
THIS SITE PLAN IS A REVISION TO CHANGE THE GRADING FOR THE LOADING DOCK
EXPANSION APPROVED THROUGH SP #63-22.
PREVIOUSLY APPROVED PLANS:
VALLEY HEALTH EPIC TRAINING CENTER (SP #26-13)
SP #33-87, SP #02-96, SP #20-98, SP #20-15
SITE TABULATIONS:
ZONING:
M-1 LIGHT INDUSTRIAL
ADJACENT ZONING:
ALL USES WITHIN 500 FEET ARE ZONED M-1 LIGHT INDUSTRIAL
LAND USE:
WAREHOUSING AND OFFICE (SIC - 49)
SITE AREA:
EXISTING TOTAL AREA OF SITE = 653,400 SF OR 15.00 AC
PROPOSED DEVELOPMENT AREA = 48,385 SF OR 1.11 AC
DIMENSIONAL REQUIREMENTS:
FRONT YARD SETBACK = 75 FT
SIDE YARD SETBACK = 25 FT
REAR YARD SETBACK = 25 FT
HEIGHT LIMIT:
MAXIMUM HEIGHT = 60 FT
BUILDING HEIGHT = 28.5 FT
AREA REQUIREMENTS:
TOTAL GROUND FLOOR AREA = 226,730 SF
TOTAL LOT AREA = 653,400 SF
PROPOSED GROUND FLOOR AREA = 230,980 SF
MAX FLOOR AREA TO LOT AREA RATIO (FAR) = 1.0
PROPOSED FAR = 0.35
MINIMUM LANDSCAPED AREA = 25%
PROPOSED LANDSCAPED AREA = 37.15%
IMPERVIOUS AREAS:
EXISTING IMPERVIOUS AREA = 35,593 SF OR 0.82 AC
PROPOSED IMPERVIOUS AREA = 39,511 SF OR 0.91 AC
PROPOSED IMPERVIOUS AREA REQUIRING TREATMENT = 3,918 SF OR 0.09 AC
PARKING TABULATION:
ZONING ANALYSIS
-FOR 201 TO 300 TOTAL SPACES, 7 ADA PARKING SPACES ARE REQUIRED WITH A
MINIMUM OF 2 VAN SPACES
-PER FREDERICK COUNTY ZONING REQUIREMENTS
1.5 SPACES PER WAREHOUSE EMPLOYEE
1 SPACE PER 250 SQUARE FEET OF OFFICE FLOOR AREA
1 SPACE FOR EACH COMPANY VEHICLE AND EQUIPMENT STORED OUTSIDE
TABULATION
-WAREHOUSE EMPLOYEE TOTAL = 80 + 21 = 101 EMPLOYEES
152 PARKING SPACES
-OFFICE SPACE TOTAL = 6,888 SF + 6,168 SF = 13,056 SF
53 PARKING SPACES
COMPLIANCE (SEE TABLE)
-205 TOTAL PARKING SPACES REQUIRED
198 STANDARD PARKING SPACES PROVIDED
-7 ADA SPACES REQUIRED (2 VAN)
3 ADA SPACES PROVIDED IN THE REAR AND 4 IN THE FRONT FOR A TOTAL OF 7
APPROVED BY THE FREDERICK
COUNTY ZONING ADMINISTRATOR
SIGNATURE DATE
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATELOCATION MAP (SCALE 1" = 1000')
PROJECT SITE
RESPONSIBLE LAND DISTURBER
NAME:______________________________________________________
CERTIFICATION #: ____________________________________________
DATE:______________________________________________________
THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE
FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET
FORTH IN THE PLANS.
SHEET INDEX
Sheet Number Sheet Title
01 COVER SHEET
02 GENERAL NOTES, ABBREVIATIONS, AND LEGEND
03 EXISTING CONDITIONS
04 DEMOLITION PLAN
05 DRY POND DEMOLITION PLAN
06 SITE PLAN
07 DIMENSIONING AND JOINT LAYOUT PLAN
08 GRADING AND DRAINAGE PLAN
09 DRY POND GRADING AND DRAINAGE PLAN
10 UTILITY PLAN
11 WATER MAIN PROFILE AND UTILITY DETAILS
12 STORM SEWER PROFILE AND COMPUTATIONS
13 UTILITY DETAILS
14 UTILITY DETAILS
15 SITE DETAILS
16 SITE DETAILS
17 SITE DETAILS
18 SITE DETAILS
19 EROSION AND SEDIMENT CONTROL NOTES
20 EROSION AND SEDIMENT CONTROL PLAN PHASE 1
21 DRY POND EROSION AND SEDIMENT CONTROL PLAN PHASE 1
22 EROSION AND SEDIMENT CONTROL PLAN PHASE 2
23 DRY POND EROSION AND SEDIMENT CONTROL PLAN PHASE 2
24 EROSION AND SEDIMENT CONTROL DETAILS
25 PRE & POST-DEVELOPMENT LAND COVER MAPS
26 PRE & POST-DEVELOPMENT DRIANAGE AREA MAPS
27 WATER QUALITY COMPUTATIONS
28 STORMWATER SPECIFICATIONS
29 LANDSCAPE PLAN OVERALL
30 LANDSCAPE PLAN
31 LANDSCAPE PLAN
32 LANDSCAPE CALCULATIONS AND DETAILS
GENERAL NOTES, ABBREVIATIONS, AND LEGEND02
C-GI-002.DWG
C-GI-002
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G:\PROJECT\ENGIN\3611\0101\PLANS\C-GI-002.DWG, 2/2/2024 3:41 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
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CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GI-002.DWG, 2/2/2024 3:41 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 MH MANHOLE
MI MILE
MS MEDIAN STRIP
MSL MEAN SEA LEVEL
MON MONUMENT
N/F NOW OR FORMERLY
NCA NATIONAL CEMETERY ADMINISTRATION
NIC NOT IN CONTRACT
NFA NET FLOOR AREA
NO, #NUMBER
NBL NORTH BOUND LANE
OC ON CENTER
OC OVERHEAD COMMUNICATIONS
OD OUTSIDE DIAMETER
OE OVERHEAD ELECTRIC
OH OVERHANG
P PERIMETER
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVE
PCEP POINT OF CURVE, EDGE OF PAVEMENT
PCTC POINT OF CURVE, TOP OF CURB
PD PAVEMENT DRAIN
PERF PERFORATED
PG PAGE
PGL POINT OF GRADE LINE
PH PROFILE HOLE
PI POINT OF INTERSECTION
PL PROPERTY LINE
POV PRIVATELY OWNED VEHICLE
PRC POINT OF REVERSE CURVE
PRELIMPRELIMINARY
PROP PROPOSED
PT POINT OF TANGENCY
PVC POINT OF VERTICAL CURVATURE
PVC POLY VINYL CHLORIDE (PLASTIC PIPE)
PVI POINT OF VERTICAL INTERSECTION
PVMT PAVEMENT
PVT POINT OF VERTICAL TANGENCY
P&P PLAN AND PROFILE
Q FLOW, AMOUNT OF RUNOFF
R RISER, RADIUS
R&CAPREBAR W/ A CAP
RCP REINFORCED CONCRETE PIPE
RD ROAD, ROOF DRAIN
RDM RAPID DRAINAGE MATERIAL
RW RETAINING WALL
REV REVISION
RGP ROUGH GRADING PLAN
RR RAILROAD
RTE ROUTE
RT RIGHT
R/W RIGHT OF WAY
SAN SANITARY
SBL SOUTH BOUND LANE
SEC SECTION
SEW SEWER
SP SITE PLAN
SPEC SPECIFICATION
STA STATION
STE STEAM
STD STANDARD
STK STACK
STM STORM
SVC SERVICE
S/W SIDEWALK
Sx CROSS SLOPE
T TANGENT
TB TEST BORE
TC TOP OF CURB
TCP TERRA COTTA PIPE
TELE TELEPHONE
TH TEST HOLE
TP TEST PIT
TB TOP OF BANK
TW TOP OF WALL
UC UNDERGROUND COMMUNICATIONS
UD UNDERDRAIN
UGE UNDERGROUND ELECTRIC
U/G UNDERGROUND
UL UPPER LEVEL
UP UTILITY POLE
V VELOCITY
VCP VITRIFIED CLAY PIPE
VF VERTICAL FOOT
W WATER
W/M WATERMAIN
W.M.WATER METER
WSE WATER SURFACE ELEVATION
WBL WEST BOUND LANE
X-ING CROSSING
YI YARD INLET
YR YEAR
Z SIDE SLOPES
A AREA OR ARC
AC ACRE
AE ABOVE GROUND ELECTRIC
AGEC ABOVE GROUND ELECTRIC CONDUIT
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPROX APPROXIMATE
ARCH ARCHITECTURAL
ASPH ASPHALT
BC BOTTOM OF CURB
BF BASEMENT FLOOR
BL BASE LINE
BLDG BUILDING
BM BENCHMARK
BOV BLOW OFF VALVE
BRL BUILDING RESTRICTION LINE
BW BOTTOM OF WALL
C COEFFICIENT OF RUNOFF
CB CATCH BASIN OR CHORD BEARING
CC CENTER TO CENTER
CFS CUBIC FEET PER SECOND
CHD CHORD
CG CURB AND GUTTER
CIP CAST IRON PIPE
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CONC CONCRETE
CO CLEAN OUT
COMM COMMUNICATIONS
CONN CONNECTION
CON CONTAMINATED
CONT CONTINUATION
COR CONTRACTING OFFICERS REPRESENTATIVE
CT COURT
D DEPTH
DB DEED BOOK
DET DETAIL
DGA DENSE GRADED AGGREGATE
DI DROP INLET
DIP DUCTILE IRON PIPE
DM DROP MANHOLE
DOM DOMESTIC
DR DRIVE
DWG DRAWING
D/W DRIVEWAY
D DELTA
EC EDGE OF CONCRETE
ESMT EASEMENT
EG EDGE OF GUTTER
ELEV ELEVATION
EP EDGE OF PAVEMENT
ES END SECTION
EW END WALL
EXP EXPANSION
EX EXISTING
ELEC ELECTRICAL
EBL EAST BOUND LANE
FAR FLOOR AREA RATIO
FC FACE OF CURB
FD FOUNDATION DRAIN
FF FIRST FLOOR OR FINISHED FLOOR
FG FINISHED GRADE
FH FIRE HYDRANT
FP FLOOD PLAIN
FR FROM
G GAS
GFA GROSS FLOOR AREA
GR GRADE
GR GUARD RAIL
HC HANDICAP
HERCP HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE
HGL HYDRAULIC GRADE LINE
HP HIGH POINT
HR HAND RAIL
HT HEIGHT
HWSR HOT WATER SUPPLY & RETURN
I RAINFALL INTENSITY
ID INSIDE DIAMETER
IN INCH
INV INVERT
IP IRON PIPE
IPF IRON PIPE FOUND
IPS IRON PIPE SET
JB JUNCTION BOX
K ONE THOUSAND (KILO)
L LENGTH
LAT LATERAL
LL LOWER LEVEL
LOC LOCATION
LP LOW POINT
LT LEFT
MAT MATERIAL
MECH MECHANICAL
MEP MECHANICAL, ELECTRICAL, PLUMBING
OHE
TEL
BX
C
RD
LEGEND
W
LCG LCG
Wx
724 724
+24 00X 24.00
GENERAL NOTES
1.THIS PROJECT PROPOSED ADDING A 4-FOOT TALL LOADING DOCK FOR MULTIPLE TRUCK BAYS
AND DRIVE-IN RAMPS ON THE WEST SIDE OF THE EXISTING BUILDING. THIS WILL REQUIRE A
RECONFIGURATION OF THE EXISTING PARKING AT THE BACK OF THE BUILDING, RELOCATED
ADA PARKING, STORMWATER STRUCTURES, AND FIRE HYDRANT LOCATIONS.
2.THE PROPERTY IS LOCATED IN FREDERICK COUNTY, VA, IDENTIFIED AS SHOWN ON THE
FREDERICK COUNTY TAX MAP AS PIN NUMBER 43-19-31.
3.THE PROPERTY IS ZONED M-1 LIGHT INDUSTRIAL, THE EXISTING USE IS A WAREHOUSING AND
OFFICE.
4.THE PROPERTY CONSISTS OF 653,400 SQUARE FEET OR 15.00 ACRES.
5.DISTURBED AREA FOR THE PROJECT IS APPROXIMATELY 1.11 ACRES OR 48,385 SF.
6.TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THERE IS NO EVIDENCE OF ANY GRAVE,
OBJECT OR STRUCTURE MARKING A PLACE OF BURIAL ON THIS PROPERTY.
7.TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THERE IS NO EVIDENCE OF ANY HISTORIC
SITES ON THIS PROPERTY.
8.GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING
UNDERGROUND UTILITIES. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE
BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR
ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO LOCATE OR PRESERVE THESE
UNDERGROUND UTILITIES. IF DURING CONSTRUCTION OPERATIONS THE CONTRACTOR SHOULD
ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLAN, HE SHALL IMMEDIATELY
NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY
AND INSURE THE CONTINUANCE OF SERVICE. IF NECESSARY, THE SITE PLAN WILL BE MODIFIED
TO ELIMINATE THE CONFLICT AT THE DEVELOPER'S EXPENSE.
9.ALL PROPOSED GRADES AS SHOWN HEREIN ARE FINISHED GRADE UNLESS NOTED ON THE
PLAN.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF
ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS OBTAINED FROM THE ANY AUTHORITY
ISSUING PERMITS.
11.ALL LAND, ON OR OFF SITE, WHICH IS DISTURBED BY THIS DEVELOPMENT, AND WHICH IS NOT
BUILT UPON OR SURFACED, SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND
SEDIMENTATION.
12.THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR OTHER
EQUIPMENT OF MUD PRIOR TO ENTERING THE RIGHT-OF-WAY, AND IT IS THE CONTRACTORS
RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR ALLAY DUST AND TO TAKE WHATEVER
MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE KEPT IN A CLEAN AND DUST FREE
CONDITION AT ALL TIMES.
13.DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE BUILDING MANAGER WITH 72
HOURS NOTICE IF SERVICE WILL BE AFFECTED DURING UTILITY INSTALLATION.
14.THE CLIENT, CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE FOR NOTIFYING
GORDON OF ANY CONDITIONS FOUND IN THE FIELD THAT VARY FROM WHAT IS SHOWN ON THE
PLANS. OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE
BROUGHT TO GORDON'S ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.
15.ALL HANDICAPPED PARKING SPACES SHALL CONFORM TO THE REQUIREMENTS OF THE
AMERICANS WITH DISABILITIES ACT. (ADA - CURRENT VERSION). ALL TRAILS/SIDEWALKS SHALL
COMPLY WITH ADA REQUIREMENTS
16.CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL
SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH PERFORMANCE OF ITS WORK
AND THE WORK OF ITS SUBCONTRACTORS. GORDON SHALL NOT HAVE CONTROL OVER,
CHARGE OF, OR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION
WITH THE WORK.
17.MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN
CROSSINGS OF ALL UTILITY LINES UNLESS OTHERWISE NOTED.
18.APPROVAL OF THIS PLAN SHALL IN NO WAY GRANT PERMISSION BY THE APPROVING
JURISDICTION FOR THE CONTRACTOR TO TRESPASS ON OFF-SITE PROPERTIES.
19.WHERE THE ORDINANCES DIFFER BETWEEN LOCAL, STATE, AND FEDERAL REQUIREMENTS, THE
MOST RESTRICTIVE SHALL APPLY.
20.ALL EARTHMOVING, EARTHEN MATERIALS, EXCAVATION, FILL, BACKFILL, COMPACTION,
EMBANKMENT MODIFICATIONS OR CONSTRUCTION, AND CULVERT MODIFICATIONS SHALL BE IN
ACCORDANCE WITH THE RECOMMENDATIONS AND INSTRUCTIONS INCLUDED IN THE
GEOTECHNICAL REPORT BY ECS DATED OCTOBER 16TH, 2023. PROVIDE ALL TESTS AND
VERIFICATIONS AS INDICATED BY THE GEOTECHNICAL ENGINEERING REPORT.
21.THE CONTRACTOR SHALL IDENTIFY ALL STAGING AREAS AND LIMITS OF WORK/DISTURBANCE.
AREAS OUTSIDE LIMITS OF WORK/DISTURBANCE SHALL NOT BE USED FOR STORAGE OR
MOVEMENT OF MATERIALS, MACHINERY OR DEBRIS.
22.THE CONTRACTOR SHALL NOTIFY "MISS UTILITY OF VIRGINIA" DIAL 811 OR 1-800-552-7001, 48
HOURS PRIOR TO THE START OF ANY EXCAVATION OR CONSTRUCTION, FOR THE MARKING OF
UNDERGROUND UTILITIES.
23.ALL PRODUCTS AND INSTALLATION SHALL BE IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF
TRANSPORTATION (VDOT), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH),
AND FREDERICK COUNTY ORDINANCES. IF A CONFLICT EXISTS, THE MOST STRINGENT
REQUIREMENTS SHALL APPLY.
VDOT GENERAL NOTES:
V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST
REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE
SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS,
AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A
DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS,
THE MOST STRINGENT SHALL GOVERN.
V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR,
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL
SAFETY & HEALTH (VOSH) RULES AND REGULATIONS.
V3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR
TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT’S WORK AREA
PROTECTION MANUAL. A TRANSPORTATION MANAGEMENT PLAN NEEDS TO BE SUBMITTED FOR
APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY EXECUTION OF WORK WITHIN THE VDOT
RIGHT OF WAY.
V4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL
UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY
VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER
TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE
PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE
DEVELOPER FROM THIS RESPONSIBILITY.
V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR
SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY
ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER.
V6. IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE-CONSTRUCTION
CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE
ATTENDANCE OF THE CONTRACTOR (S), VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND
VDOT PRIOR TO INITIATION OF WORK.
V7. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT OFFICE WHEN WORK IS
TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL
RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION.
V8. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY
TRAFFIC CONTROL PLAN THAT IMPACTS A VDOT MAINTAINED INTERSTATE OR PRIMARY ROADWAY TO
PROVIDE NOTIFICATION OF THE INSTALLATION AND REMOVAL OF THE WORK ZONE.
V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY
CONSTRUCTION ENTRANCE(S) IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY
THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
V10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE
DURING AND AT THE END OF CONSTRUCTION.
V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL
HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER
ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS.
V12. ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES,
VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN
THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED
BY VDOT.
V13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND
APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. A VDOT REPRESENTATIVE
SHALL BE PRESENT TO INSURE THE SOIL SAMPLE(S) OBTAINED FOR CBR’S IS REPRESENTATIVE OF
THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING,
THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE
ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE VDOT STANDARDS AND PROCEDURES.
V14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER
TRENCHES SHALL BE COMPACTED IN ACCORDANCE WITH THE LIFT THICKNESSES, DENSITY AND
MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENT VDOT ROAD AND BRIDGE
SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY,
UNLESS SPECIFIED OTHERWISE.
V15. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE
PLANS AND/OR AS SPECIFIED BY VDOT.
V16. A POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION SHALL BE CONDUCTED BY THE
CONTRACTOR ON ALL PIPES IDENTIFIED ON THE PLANS AS STORM SEWER PIPE AND A SELECT
NUMBER OF PIPE CULVERTS. FOR PIPE CULVERTS, A MINIMUM OF ONE PIPE INSTALLATION FOR EACH
SIZE OF EACH MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL AMOUNT FOR
EACH SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE PLANS NOT
IDENTIFIED AS STORM SEWER PIPE SHALL BE CONSIDERED AS CULVERT PIPE FOR INSPECTION
PURPOSES. ADDITIONAL TESTING MAY BE REQUIRED AS DIRECTED BY THE AREA LAND USE
ENGINEER OR THEIR REPRESENTATIVE.
V17. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET
RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF
THE DEVELOPER.
V18. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR
PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER IN ACCORDANCE WITH THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES.
V19. THE DEVELOPER SHALL PROVIDE THE VDOT LAND DEVELOPMENT OFFICE WITH A LIST OF ALL
MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR
MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE
LOCAL VDOT LAND DEVELOPMENT OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL
PRICES MAY BE OBSCURED.
V20. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A
MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN
ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A
CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST
REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO
CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE
OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY
CONTROL STRIP.
V21. ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF
THE VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY
CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN
SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO
VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND
GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE
CONTROL STRIP.
V22. IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36)
INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE
THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF
FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE.
FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. WHERE
SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION
DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER
AND APPROVED BY VDOT.
V23. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED
ON THESE PLANS IN ACCORDANCE WITH VDOT’S INSTALLATION CRITERIA. FINAL APPROVAL OF THE
GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE.
V24. APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL
LETTER.
V25. VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS
AND/OR AS SPECIFIED BY VDOT.
V26. THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF
EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE
THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF
BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND
VDOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH
VDOT ROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS
ENCOUNTERED AND CAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX
(6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED,
THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED
BY THE ENGINEER AND APPROVED BY VDOT.
ABBREVIATIONS
SIGN
TREE
FIRE HYDRANT
STORM DRAINAGE MANHOLE
STORM DRAINAGE GRATE INLET
STORM DRAINAGE CULVERT
POWER POLE
ELECTRIC TRANSFORMER
LIGHT POLE
HANDICAP PARKING MARKING
GUY WIRE
OVERHEAD WIRE
SHRUB
MAILBOX
CHAIN LINK FENCE
BOARD FENCE
TREE LINE
COMMUNICATION BOX
COMMUNICATION HANDHOLE
GUARD RAIL
ELECTRIC BOX
GROUND LIGHT
ELECTRIC PANEL
ELECTRIC HANDHOLE
SANITARY SEWER MANHOLE
WATER VALVE
ROOF DRAIN DOWNSPOUT
HVAC UNIT
EXISTING PROPOSED
PROPERTY LINE
EASEMENT LINE
BUILDING FACE
RETAINING WALL
CURB AND GUTTER
WATER MAIN
STORM DRAINAGE STRUCTURE
STORM DRAINAGE PIPE
CONTOURS
SPOT ELEVATION
CONCRETE
HEAVY DUTY ASPHALT PAVEMENT
ASPHALT SURFACE COURSE
LIMITS OF CLEARING AND GRADING
REDUCER
DUMPSTER PAD
SETBACK LINE
BOLLARD
TRENCH DRAIN
LCG
ADA CONSTRUCTION NOTES:
1.ALL ACCESSIBLE ROUTES SHALL COMPLY WITH AMERICANS WITH DISABILITIES ACT (ADA)
REQUIREMENTS.
2.ACCESSIBLE ROUTES SHALL BE SLOPED NO MORE THAN 5% LONGITUDINALLY. ACCESSIBLE
ROUTES WITH SLOPES BETWEEN 5% AND 8.33% SHALL BE CONSTRUCTED AS RAMPS, AND
SHALL INCLUDE HANDRAILS, AND LANDINGS SPACED NO MORE THAN 30 FEET APART.
3.THE CONTRACTOR SHALL CONSTRUCT LANDINGS AT A MINIMUM OF 5 FEET IN LENGTH AND
SHALL BE AT LEAST AS WIDE AS THE RAMP.
4.THE CROSS SLOPE OF ALL ACCESSIBLE ROUTES, INCLUDING RAMPS AND LANDINGS, SHALL BE
NO GREATER THAN 1:48.
OUTDOOR LIGHTING:
1.NO ADDITIONAL OUTDOOR LIGHTS ARE PROPOSED WITH THIS PROJECT.
FREDERICK WATER CONSTRUCTION NOTES:
1.FREDERICK WATER’S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT
WWW.FREDERICKWATER.COM
2.THE CONTRACTOR SHALL ADHERE TO FREDERICK WATER STANDARDS AND SPECIFICATIONS IN
EFFECT AT THE TIME OF CONSTRUCTION.
3.THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE FREDERICK
WATER INSPECTOR PRIOR TO COMMENCING INSTALLATION OF ANY WATER OR SEWER
FACILITIES. CONTRACTOR SHALL ALSO ARRANGE FOR INSPECTION OF SAID FACILITIES BY
FREDERICK WATER. OIL WATER SEPARATORS AND/OR GREASE TRAPS MAY BE REQUIRED BY
FREDERICK COUNTY BUILDING INSPECTIONS. BOTH FREDERICK COUNTY BUILDING
INSPECTIONS AND FREDERICK WATER WILL INSPECT THE INSTALLATION OF THOSE FACILITIES.
BOTH INSPECTIONS SHALL BE SCHEDULED BY CONTRACTOR.
4.EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED
WITH FREDERICK WATER’S INSPECTOR.
a.ADJUST FREDERICK WATER FACILITIES TO GRADE AS REQUIRED BY THE FREDERICK
WATER INSPECTOR.
719718718717718
719
720
721
722
723
7
2
4
725 725720720722723724720722723724723724
725
728
729725
724725732730724 725
730
735
735
732
732
734 735736732725730
735
740
740
740
735 741745740735735740740740735740
735
730725
725730735740745739738735730730735
735
740
740
73
5 730727
725 725720729
730
716717717720725
724720720720716716718719720720720725725721
72
4
720
720
722
723
724 724725726
724
722
719719718720715715719 720718718720
718717715715718719717
714715 716
718 718 717
717
718
718
715715
720720 7
2
1
722
724
723
723
722
724
721
724
722
716
719718720716
716
720
714
714715
715
716
717715
714715
713
714 717IPF
IPF
IPF
RBG TYSON ASSOCIATES LLC &
C/O RBG HOLDINGS LLC
15.0000 ACRES
MAP #43-19-31
INSTR. #210020281
ZONING - M1
TYSON DRIVE - ROUTE 863
80' RIGHT-OF-WAY
DB. 733 PG. 517
SA
CO
MB
MBMB MB
LP
MBMB
LP
LP
LP
LP
LP
LP
LP
LP
LP
OHERBG TYSON ASSOCIATES LLC &
C/O RBG HOLDINGS LLC
15.0000 ACRES
MAP #43-19-31
INSTR. #210020281
ZONING - M1
INV.=713.35'
INV.=713.02'
INV.=712.84'INV.=713.22'
INV.=713.15'
INV.=712.11'
INV.=711.96'
INV.=712.26'
INV.=714.07'
INV.=715.04'INV.=714.98'
INV.=713.45'
INV.=712.78'
INV.=712.88'(3)-48" CMP
INV.=714.14'
C
TEL
BX
TR
TR
TR
TR
TR
EX. HEADWALL
EX. HEADWALL
EX. HEADWALL
EX. HEADWALL
EX. RIP-RAP
EX. RIP-RAP
EX. RIP-RAP
EX. RIP-RAP
EX. RIP-RAP
EX. CONC.
DITCH
EX. CONC.
DITCH
EX. CONC.
DITCH
EX. HEADWALL
EX. CULVERT
EX. RIP-RAP
EX. RIP-RAP
EX. HVAC
EX. HVAC
TEL
BX
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
TOP=717.34
EX.
1
EX.2
EX.3
EX.4
EX.5
EX.6
EX.7
EX.8
EX.9
EX.10
INV.=716.74'
INV.=718.12'12" HDPE12" HDPE12" HDPE
WV
ACACAC
C
E
TR
E
AC
E
SIGN
SIGN
SIGN
LOT 6
STONEWALL INDUSTRIAL PARK
DONALD G. SOWERS4.1667 ACRES
2.5000 ACRES
MAP #43-19-58
INSTR. #050008976
ZONING - M1
LOT 4
STONEWALL INDUSTRIAL PARK
LAKEVILLE CIRCLE LLC
C/O TRANFORM DEVELOPMENT
2.6752 ACRES
MAP #43-19-58
INSTR. #050008976
ZONING - M1
LOT 7
STONEWALL INDUSTRIAL PARK
PERRY FAMILY PARTNERS IV LLC
3.159 ACRES
MAP #43-19-59
INSTR. #130000701
ZONING - M1
LOT 7A
STONEWALL INDUSTRIAL PARK
RESS PROPERTIES LLC
2.000 ACRES
MAP #43-19-59A
INSTR. #070003537
ZONING - M1
LOT 8-A
STONEWALL INDUSTRIAL PARK
LOKEY ENTERPRISES LLC
4.100 ACRES
MAP #43-19-62
INSTR. #100008447
ZONING - M1
LOT 35
STONEWALL INDUSTRIAL PARK
TMME INVESTMENTS LLC
4.7274 ACRES
MAP #43-19-61
INSTR. #050018483
ZONING - M1
LOT 14
STONEWALL INDUSTRIAL PARK
JONES MANAGEMENT ASSOCIATES
4.1667 ACRES
MAP #43-19-29
INSTR. #090000242
ZONING - M1
LOT 35
STONEWALL INDUSTRIAL PARK
TMME INVESTMENTS LLC
4.7274 ACRES
MAP #43-19-61
INSTR. #050018483
ZONING - M1 WxWxWxINV.=716.02'N47°34'13"W 990.00'S42°25'47"W 660.00'
N42°25'47"E 660.00'S47°34'13"E 990.00'75' FRONT YARD SETBACK
25' REAR YARD SETBACK
25' SIDE YARD SETBACK25' SIDE YARD SETBACKWx Wx Wx Wx WxWxWxWxEX. FCSA SANITARY
SEWER EASEMENT
INSTR. #060014178
EX. 20' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. 20' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. 10' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. 10' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. 10' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. RIP-RAP
LOADING DOCK EXPANSION
FRONT ADA PARKING
DRY POND ADDITION
VIRGIN
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3 EXISTING CONDITIONS03
C-XP-101.DWG
C-XP-101
1" = 60'
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-XP-101.DWG, 2/2/2024 3:42 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-XP-101.DWG, 2/2/2024 3:42 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 GRAPHICAL SCALE: 1" = 60'
60 30 0 60 120 180
EXISTING STORM SEWER AS-BUILT
SURVEY INFORMATION:
1.THE PROPERTY SHOWN HEREON IS IDENTIFIED AS FREDERICK COUNTY MAP NUMBER 43-19-31 AND IS ZONED M1, UNDER
THE FREDERICK COUNTY ZONING ORDINANCE.
2.THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF STANLEY D. HEISER
FROM AN ACTUAL AIRBORNE SURVEY AND SUPPLEMENTED WITH A GROUND SURVEY MADE UNDER MY SUPERVISION;
THAT THE ORIGINAL AERIAL DATA WAS OBTAINED ON JULY 11, 2022 AND JULY 22, 2022; AND THAT THIS MAP INCLUDING
METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
3.AERIAL TOPOGRAPHY PREFORMED BY NV5 GEOSPATIAL ON JULY 11, 2022 AND SUPPLEMENTED WITH A GROUND SURVEY
BY GORDON ON JULY 22, 2022.
4.COMMITMENT FOR TITLE INSURANCE NOT PROVIDED, THEREFORE ALL UNDERLYING EASEMENTS MAY NOT BE SHOWN
HEREON.
5.HORIZONTAL DATUM: NAD 83.
6.VERTICAL DATUM: NAVD 88.
VIRGIN
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3
EX. CURB & GUTTER
4
5
WxWxLP
L P
L P
LP
RBG TYSON ASSOCIATES LLC &
C/O RBG HOLDINGS LLC
15.0000 ACRES
MAP #43-19-31
INSTR. #210020281
ZONING - M1
EX. SCUPPER
EX. SCUPPER
EX. CURB & GUTTER
EX. CURB & GUTTER
EX CONCRETE
EX. ASPHALT
EX. ASPHALT
EX. ASPHALT
EX. ASPHALT
EX. RIP-RAP
EX. WALK
W/STEPS
EX. SCUPPER
EX. CONC.
DUMPSTER PAD
EX. HVAC
EX. HVAC
EX. SCREEN WALL
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
EX.
6
EX.
7
EX.
8
EX.
9
EX.
10
INV.=716.74'
INV.=718.12'12" HDPE12" HDPE12" HDPE 12" HDPE6"PVC
12" HDPE18" RCP EX. CONC. WALKSIGN
WxWxINV.=716.02'
N42°25'47"E 660.00'
EX. 8" WATER LINE
EX. 6" WATER LINE
EX. 8" WATER LINE
NO RECORD OF EXISTING EASEMENT
SEE UTILITY PLAN AND PLAT OF EASEMENT
FOR ESTABLISHMENT OF NEW EASEMENT
25' REAR YARD SETBACK
6" PVC
6" PVC
6" PVC
FFE = 724.95'
HEIGHT = +/-28.50'
EX. 20' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. 10' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
4
7
7
7
7
7
7
7
7
7
1
1
1
2
1
3
4
4
4
5
5
5
5
5
5
5
6
9
9
8 8
9
9
11
5
5
55
13
13
14
15
15
15
15
16
17
5
13
18.04'107.95'3
3
9
9
12
9
9
18
18
7
10
4.
3
3
'
19
19
19
19
7
7
11
20
14.46'
8
5
11
11
21
7
7
5
7
7
7
722
5
24
24
26
26
GRAPHICAL SCALE: 1" = 20'
20 10 0 20 40 60 DEMOLITION PLAN04
C-CD-101.DWG
C-CD-101
1" = 20'
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CD-101.DWG, 2/2/2024 3:42 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CD-101.DWG, 2/2/2024 3:42 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 FRONT ADA PARKING
DEMOLITION LEGEND
DENOTES APPROXIMATE LIMITS OF ASPHALT SURFACE
COURSE TO BE REMOVED
DENOTES APPROXIMATE LIMITS OF CONCRETE TO BE
REMOVED
DENOTES APPROXIMATE LIMITS OF LINEAR FEATURES TO BE
REMOVED
NO DESCRIPTION
DEMOLITION KEY
REMOVE EXISTING ASPHALT PAVEMENT AND SUBBASE
REMOVE EXISTING ASPHALT PAVEMENT SURFACE COURSE WITH A
CLEAN EDGE
SAWCUT ASPHALT
REMOVE EXISTING SIDEWALK
REMOVE EXISTING CURB AND GUTTER AND SAWCUT AT NEAREST JOINT
REMOVE EXISTING CONCRETE PAVEMENT
REMOVE TREE(S) AND/OR SHRUB(S)
SALVAGE FIVE (5) HANDICAPPED PARKING SIGNS TO BE REINSTALLED. TWO
(2) SIGNS SHALL INDICATE VAN ACCESSIBLE. SIGNS SHOWING LEAST WEAR
SHALL BE SALVAGED.
DENOTES REMOVAL OF PAVEMENT MATERIALS
1
2
3
4
5
6
7
8
9
10
11
REMOVE PORTION OF EXISTING WATER LINE AND ASSOCIATED
STRUCTURES. PROTECT EXISTING VALVE.
REMOVE EXISTING FIRE HYDRANT
REMOVE HVAC (SEE MECHANICAL DRAWINGS)
REMOVE PORTION OF EXISTING STORM SEWER
REMOVE EXISTING STORM SEWER MANHOLE
REMOVE EXISTING GRATE INLET
REMOVE EXISTING SIGN
TREE REMOVAL
12
13
14
15
16
17
REMOVE HVAC CONCRETE PAD. RESTORE GRADE AND STABILIZE WITH
GRASS
PROTECT EXISTING LIGHT POLE18
REMOVE EXISTING HEADER CURB
DEMOLITION NOTES:
1.THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT ITEMS NEED TO BE DEMOLISHED. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO IDENTIFY ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED CONSTRUCTION.
2.CONTRACTOR SHALL PROTECT ALL EXISTING BUILDINGS AND FEATURES NOT SCHEDULED FOR DEMOLITION FROM DAMAGE DUE
TO DEMOLITION PROCEDURES.
3.THIS PLAN INCLUDES EROSION & SEDIMENT CONTROLS THAT ARE REQUIRED TO BE PLACED PRIOR TO ANY DEMOLITION OR
DISTURBANCE. FOLLOWING COMPLETION OF DEMOLITION WORK, CONTRACTOR SHALL MODIFY AND ADD EROSION AND SEDIMENT
CONTROLS AS SPECIFIED ON THE PLAN ENTITLED 'EROSION AND SEDIMENT CONTROL PLAN PHASE 1' ON SHEET 20, OR AS
NECESSARY TO PREVENT SILT AND CONTAMINATED RUNOFF FROM LEAVING THE SITE.
4.ALL MATERIAL FROM DEMOLITION NOT IDENTIFIED FOR REUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY.
5.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND/OR UTILITIES WHICH OCCUR AS A RESULT OF PROJECT
CONSTRUCTION WITHIN OR CONTIGUOUS TO THE LIMITS OF CLEARING AND GRADING.
6.REMOVAL OF UTILITIES INCLUDES REMOVAL OF ALL ASSOCIATED APPURTENANCES.
7.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING THE EXACT HORIZONTAL AND VERTICAL
LOCATIONS OF THE EXISTING UTILITIES WHERE THE PROPOSED IMPROVEMENTS CROSS OR CONNECT TO IDENTIFY IF CONFLICTS
WILL EXIST. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF CONFLICTS ARE FOUND.
8.PROTECT AND SUPPORT ALL EXISTING UTILITIES TO REMAIN DURING CONSTRUCTION. REMOVE ALL EXISTING SIGNS AND LIGHT
POLES ALONG DEMOLISHED ROADWAY AND PARKING AREAS.
9.PROTECT ALL HARDSCAPES TO REMAIN WITHIN WORK ZONE.
10.DEMOLISH ALL RIGID PAVEMENTS (SIDEWALKS, CURB AND GUTTER) TO THE NEAREST JOINT.
11.BOLD ITEMS TO BE REMOVED/SALVAGED AS INDICATED ON THE PLANS.
12.REMOVE AND RELOCATE ALL LIGHT POLE CONDUITS AS NECESSARY TO AVOID PROPOSED IMPROVEMENTS.
13.PROTECT ALL EXISTING LANDSCAPED FEATURES TO REMAIN. SEE EROSION AND SEDIMENT CONTROL PLAN PHASE 1 ON SHEET 20.
14.EXISTING FREDERICK WATER FACILITIES TO BE REMOVED ARE TO BE FURNISHED TO A FREDERICK WATER INSPECTOR.
15.REMOVE TREES, BRUSHES AND DELETERIOUS MATERIALS FROM STORMWATER EMBANKMENT IN ACCORDANCE WITH GEOTECH
REPORT.
REMOVE EXISTING ROOF LEADER CONNECTION FROM BUILDING TO STORM
DRAIN19
REMOVE TREE AND STUMP AT PIPE OUTLET20
PROTECT/MAINTAIN ROOF LEADER FOR FUTURE CONNECTION21
REMOVE EXISTING RIP RAP22
REMOVE EXISTING STORM INLET/OUTLET STRUCTURE23
MATCH LINE SEE SHEET 05
CLEAR TREES AND BRUSH INSIDE LIMITS OF DRY POND AND REMOVE
ROOTS FROM POND EMBANKMENT TO TOE OF SLOPE IN ACCORDANCE
WITH GEOTECH REPORT
24
REMOVE PORTION OF EX. 24" CMP PIPE25
DENOTES APPROXIMATE LIMITS OF TREES AND BRUSH
REMOVAL
REMOVE CONCRETE FLUME26
DENOTES APPROXIMATE LIMITS OF ROOT PRUNING AND
REMOVAL WITHIN POND EMBANKMENT
SA
CO
EX. SCUPPER
EX. SCUPPER
EX. SCUPPER
EX. SCUPPER
EX. ASPHALT
EX. ASPHALT
EX. ASPHALT
EX. ASPHALT
EX. RIP-RAP
EX. EDGE OF PAVEMENT
INV.=716.74'
INV.=718.12'
18" RCP
SIGN
INV.=716.02'N47°34'13"W 990.00'25' SIDE YARD SETBACK20
7
22
24
24
24
24
26
26
26
26
IPF
INV.=713.22'
INV.=713.15'
INV.=712.11'
INV.=711.96'
INV.=712.26'
INV.=714.98'
INV.=713.45'
INV.=712.78'
INV.=712.88'24" CMP(3)-48" CMP
INV.=714.14'
EX. EDGE OF PAVEMENT
EX. EDGE OF PAVEMENT EX. CONC.EX. CURB & GUTTEREX. SCUPPER
EX. SCUPPER
EX. SCUPPER
EX. SCUPPER
EX. ASPHALT
EX. ASPHALT
EX. CONCRETE
EX. RIP-RAP
EX. CURB & GUTTER
EX. EDGE OF PAVEMENT
TOP=717.34
EX.
1
EX.
2
EX.
3
STONEWALL INDUSTRIAL PARK
75' FRONT YARD SETBACK
Wx Wx Wx
EX. FCSA SANITARY
SEWER EASEMENT
INSTR. #060014178
EX. 20' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. RIP-RAP
25
24
24
24
24
26
26
26
26
4.38'
3.09'
VIRGIN
I
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S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3
GRAPHICAL SCALE: 1" = 20'
20 10 0 20 40 60 DRY POND DEMOLITION PLAN05
C-CD-101.DWG
C-CD-101
1" = 20'
SBH
BTV
BTV
CEKGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CD-101.DWG, 2/2/2024 3:42 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 MATCH LINE SEE SHEET 04
MATCH LINE SEE THIS SHEET
MATCH LINE SEE THIS SHEET DEMOLITION LEGEND
DENOTES APPROXIMATE LIMITS OF ASPHALT SURFACE
COURSE TO BE REMOVED
DENOTES APPROXIMATE LIMITS OF CONCRETE TO BE
REMOVED
DENOTES APPROXIMATE LIMITS OF LINEAR FEATURES TO BE
REMOVED
NO DESCRIPTION
DEMOLITION KEY
REMOVE EXISTING ASPHALT PAVEMENT AND SUBBASE
REMOVE EXISTING ASPHALT PAVEMENT SURFACE COURSE WITH A
CLEAN EDGE
SAWCUT ASPHALT
REMOVE EXISTING SIDEWALK
REMOVE EXISTING CURB AND GUTTER AND SAWCUT AT NEAREST JOINT
REMOVE EXISTING CONCRETE PAVEMENT
REMOVE TREE(S) AND/OR SHRUB(S)
SALVAGE FIVE (5) HANDICAPPED PARKING SIGNS TO BE REINSTALLED. TWO
(2) SIGNS SHALL INDICATE VAN ACCESSIBLE. SIGNS SHOWING LEAST WEAR
SHALL BE SALVAGED.
DENOTES REMOVAL OF PAVEMENT MATERIALS
1
2
3
4
5
6
7
8
9
10
11
REMOVE PORTION OF EXISTING WATER LINE AND ASSOCIATED
STRUCTURES. PROTECT EXISTING VALVE.
REMOVE AND SALVAGE EXISTING FIRE HYDRANT
REMOVE HVAC (SEE MECHANICAL DRAWINGS)
REMOVE PORTION OF EXISTING STORM SEWER
REMOVE EXISTING STORM SEWER MANHOLE
REMOVE EXISTING GRATE INLET
REMOVE EXISTING SIGN
TREE REMOVAL
12
13
14
15
16
17
REMOVE HVAC CONCRETE PAD. RESTORE GRADE AND STABILIZE WITH
GRASS
PROTECT EXISTING LIGHT POLE18
REMOVE EXISTING HEADER CURB
DEMOLITION NOTES:
1.THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT ITEMS NEED TO BE DEMOLISHED. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO IDENTIFY ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED CONSTRUCTION.
2.CONTRACTOR SHALL PROTECT ALL EXISTING BUILDINGS AND FEATURES NOT SCHEDULED FOR DEMOLITION FROM DAMAGE DUE
TO DEMOLITION PROCEDURES.
3.THIS PLAN INCLUDES EROSION & SEDIMENT CONTROLS THAT ARE REQUIRED TO BE PLACED PRIOR TO ANY DEMOLITION OR
DISTURBANCE. FOLLOWING COMPLETION OF DEMOLITION WORK, CONTRACTOR SHALL MODIFY AND ADD EROSION AND SEDIMENT
CONTROLS AS SPECIFIED ON THE PLAN ENTITLED 'EROSION AND SEDIMENT CONTROL PLAN PHASE 1' ON SHEET 20, OR AS
NECESSARY TO PREVENT SILT AND CONTAMINATED RUNOFF FROM LEAVING THE SITE.
4.ALL MATERIAL FROM DEMOLITION NOT IDENTIFIED FOR REUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY.
5.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND/OR UTILITIES WHICH OCCUR AS A RESULT OF PROJECT
CONSTRUCTION WITHIN OR CONTIGUOUS TO THE LIMITS OF CLEARING AND GRADING.
6.REMOVAL OF UTILITIES INCLUDES REMOVAL OF ALL ASSOCIATED APPURTENANCES.
7.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING THE EXACT HORIZONTAL AND VERTICAL
LOCATIONS OF THE EXISTING UTILITIES WHERE THE PROPOSED IMPROVEMENTS CROSS OR CONNECT TO IDENTIFY IF CONFLICTS
WILL EXIST. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF CONFLICTS ARE FOUND.
8.PROTECT AND SUPPORT ALL EXISTING UTILITIES TO REMAIN DURING CONSTRUCTION. REMOVE ALL EXISTING SIGNS AND LIGHT
POLES ALONG DEMOLISHED ROADWAY AND PARKING AREAS.
9.PROTECT ALL HARDSCAPES TO REMAIN WITHIN WORK ZONE.
10.DEMOLISH ALL RIGID PAVEMENTS (SIDEWALKS, CURB AND GUTTER) TO THE NEAREST JOINT.
11.BOLD ITEMS TO BE REMOVED/SALVAGED AS INDICATED ON THE PLANS.
12.REMOVE AND RELOCATE ALL LIGHT POLE CONDUITS AS NECESSARY TO AVOID PROPOSED IMPROVEMENTS.
13.PROTECT ALL EXISTING LANDSCAPED FEATURES TO REMAIN. SEE EROSION AND SEDIMENT CONTROL PLAN PHASE 1 ON SHEET 20.
14.EXISTING FREDERICK WATER FACILITIES TO BE REMOVED ARE TO BE FURNISHED TO A FREDERICK WATER INSPECTOR.
15.REMOVE TREES, BRUSHES AND DELETERIOUS MATERIALS FROM STORMWATER EMBANKMENT IN ACCORDANCE WITH GEOTECH
REPORT.
REMOVE EXISTING ROOF LEADER CONNECTION FROM BUILDING TO STORM
DRAIN19
REMOVE TREE AND STUMP AT PIPE OUTLET20
PROTECT/MAINTAIN ROOF LEADER FOR FUTURE CONNECTION21
REMOVE EXISTING RIP RAP22
REMOVE EXISTING STORM INLET/OUTLET STRUCTURE23
CLEAR TREES AND BRUSH INSIDE LIMITS OF DRY POND AND REMOVE
ROOTS FROM POND EMBANKMENT TO TOE OF SLOPE IN ACCORDANCE
WITH GEOTECH REPORT
24
REMOVE PORTION OF EX. 24" CMP PIPE25
DENOTES APPROXIMATE LIMITS OF TREES AND BRUSH
REMOVAL
REMOVE CONCRETE FLUME26
DENOTES APPROXIMATE LIMITS OF ROOT PRUNING AND
REMOVAL WITHIN POND EMBANKMENT
VIRGIN
I
A
S
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A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3
LP
L P
L P
LP
RBG TYSON ASSOCIATES LLC &
C/O RBG HOLDINGS LLC
15.0000 ACRES
MAP #43-19-31
INSTR. #210020281
ZONING - M1
EX CONCRETE
EX. ASPHALT
EX. SCREEN WALL
RD
RD
RD
RD
EX.
6
EX.
10 12" HDPE6"PVC
12" HDPE18" RCP
SIGN
WxWxINV.=716.02'
N42°25'47"E 660.00'
EX. 8" WATER LINE
25' REAR YARD SETBACK
6" PVC
6" PVC
6" PVC
FFE = 724.95'
HEIGHT = +/-28.50'
EX. 20' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. 10' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
FFE = 724.95'
1
1
1
2
2
29
12
3
3
19
4
28
5
6 87
9
9
10
11
13
14
18
15
26
15
3
19
20
21
21
22
22
22
22
23
25
27
26
27
5
5
24
3
11
11
11
28
16
4
16
8
16
17
17
5
22
29
30
EX. CURB & GUTTER
6 77
12
5
GRAPHICAL SCALE: 1" = 20'
20 10 0 20 40 60 SITE PLAN06
C-CS-101.DWG
C-CS-101
1" = 20'
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CS-101.DWG, 2/2/2024 3:42 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CS-101.DWG, 2/2/2024 3:42 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 FRONT ADA PARKING
SITE PLAN NOTES:
1.SEE SHEETS 15 THROUGH 18 FOR SITE DETAILS.
2.SEE SHEET 01 FOR LEGENDS AND ABBREVIATIONS.
3.SEE EXISTING CONDITIONS PLAN ON SHEET 03 FOR LOCATIONS OF LOADING DOCK EXPANSION AND
FRONT ADA PARKING WITH RESPECT TO THE EXISTING BUILDING.
4.SEE STRUCTURAL DRAWINGS FOR DESIGN OF RETAINING WALLS.
5.FOR ROCK OUTLET PROTECTION DETAIL SEE SHEET 24.
6.SEE SHEET 07 FOR DIMENSIONING AND JOINT LAYOUT.
7.NO NEW MONUMENT SIGNS ARE PROPOSED WITH THIS PROJECT.
8.TRASH CONTAINERS SHALL BE CONTAINED WITHIN A COMPLETELY ENCLOSED FACILITY. THE
ENCLOSURE SHALL CONSIST OF A SIX FOOT OPAQUE FENCE OR WALL AND AN OPAQUE GATE.
PAVEMENT LEGEND
NO.DESCRIPTION
SITE IMPROVEMENTS KEY
PR. CONCRETE SIDEWALK1
2
3
4
5
6
7
8
9
10
11
12
DETAIL
PR. LIGHT DUTY ASPHALT PAVEMENT
PR. HEAVY DUTY CONCRETE
PR. CURB AND GUTTER; CG-6
PR. CURB AND GUTTER; CG-6R
PR. ADA RAMP; CG-12
REINSTALL SALVAGED HANDICAPPED PARKING SIGN
PR. LOADING DOCK RETAINING WALLS W/HANDRAILS (SEE
STRUCTURAL AND ARCHITECTURAL DRAWINGS)
PR. 4,250 SF LOADING DOCK (SEE ARCHITECTURAL DRAWINGS)
PR. TRUCK BAYS (SEE ARCHITECTURAL DRAWINGS)
ADA PARKING SPACES
A
17
J
15
E
15
B
15
B
15
D
17
13 PR. DUMPSTER PAD (SEE NOTE 8 THIS SHEET)
14 PR. CONCRETE DRIVE IN RAMP
D
15
15 PR. BOLLARDS (TYP.)
16 PR. CURB TRANSITION
A
11
17 PR. WHEEL STOP
PR. WOODEN SCREENING FENCE18 A
18
PR. HEAVY DUTY ASHPALT PAVEMENT19 C
15
ROCK OUTLET PROTECTION (SEE E&S DETAILS ON SHEET 24)20
TRANSITION HEAVY DUTY ASPHALT TO HEAVY DUTY CONCRETE21
TRANSITION HEAVY DUTY ASPHALT TO LIGHT DUTY ASPHALT22
TRANSITION HEAVY DUTY ASPHALT TO EXISTING ASPHALT
PAVEMENT23
TRANSITION HEAVY DUTY ASPHALT TO EXISTING CONCRETE
PAVEMENT24
H
15
CONCRETE STEPS WITH 6" RISER HEIGHT (SEE GRADING PLAN)25
D
18
F
15
G
15
H
15
PR. FIRE LANE SIGN; TYPE A26
PR. FIRE LANE SIGN; TYPE C27
B, C
18
B, C
18
LIGHT DUTY ASPHALT PAVEMENT
DUMPSTER PAD
CONCRETE (SEE IMPROVEMENTS KEY)
HEAVY DUTY ASPHALT PAVEMENT
CURB AND GUTTER; CG-6R
PR. CURB; CG-2 I
15
B
15
H
24
28
REINSTALL SALVAGED HANDICAPPED VAN PARKING SIGN
E
18
STRIPE PARKING SPACES WITH 4" WIDE WHITE STRIPE29
STRIPE AREA AROUND DUMPSTER WITH 4" WIDE YELLOW
STRIPES 2' ON CENTER TURNED 45 DEGREES TO THE ADJACENT
PARKING SPACES
30
VIRGIN
I
A
S
T
A
T
E
G
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I
D
N
O
R
T
H
-
N
A
D
8
3WWWLP
L P
L P
LP
RBG TYSON ASSOCIATES LLC &
C/O RBG HOLDINGS LLC
15.0000 ACRES
MAP #43-19-31
INSTR. #210020281
ZONING - M1
EX CONCRETE
EX. ASPHALT
EX. SCREEN WALL
RD
RD
RD
RD
EX.
6
EX.
10 12" HDPE6"PVC
12" HDPE18" RCP
SIGN
WxWxINV.=716.02'
N42°25'47"E 660.00'
EX. 8" WATER LINE
25' REAR YARD SETBACK
6" PVC
6" PVC
6" PVC
FFE = 724.95'
HEIGHT = +/-28.50'
EX. 20' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. 10' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
FFE = 724.95'
9
0
.
0
0
1
2
R
3
'R15'9
0
.
0
0
2
9'
9'8'9'43.26'107.95'76'11.5'12'12.5'12'
39.02'67.81'
14.5'
50.15'
50.65'5'8.4'8.4'8.4'60'
60'
2'
5'3.78'22.27'41.72'16.8'16.8'3'53.28'22.5'
5'
61.
6
8
'
22.82'13.64'3'18'8.4'5'60'
24'25'4.
7
9
'12'12'22.28'11.02'9.5'13.42'13.43'12.3'14.29'3'4.07'5'9'
R3
'R3'2'
EX. CURB & GUTTER
9
0
.
0
0
1
1
12.05'5.01'9.5'18'8'
8.28'
5'
6.72'
9.5'
GRAPHICAL SCALE: 1" = 20'
20 10 0 20 40 60 DIMENSIONING AND JOINT LAYOUT PLAN07
C-CS-102.DWG
C-CS-102
1" = 20'
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CS-102.DWG, 2/2/2024 3:42 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CS-102.DWG, 2/2/2024 3:42 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 FRONT ADA PARKING
DIMENSIONING AND JOINT NOTES:
1.SEE SHEET 16 FOR JOINT AND JOINT SEALANT DETAILS.
2.SEE EXISTING CONDITIONS PLAN ON SHEET 03 FOR LOCATIONS OF LOADING DOCK EXPANSION AND
FRONT ADA PARKING WITH RESPECT TO THE EXISTING BUILDING.
3.SEE SITE PLAN ON SHEET 06 FOR PAVEMENT PLAN AND SHEET 15 FOR PAVEMENT CROSS SECTION
DETAILS AND TRANSITIONS.
PAVEMENT LEGEND
CONSTRUCTION JOINT (CJ)
NO.DESCRIPTION
JOINT KEY
CONSTRUCTION JOINT1
2
DETAIL
EXPANSION JOINT
A, B
16
A, B
16
EXPANSION JOINT (EJ)
VIRGIN
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3725730
735
740
735740740740735740
735
730725
725730735735
725720716720725725721
72
4
720
720
722
723
724 724725
726
724
722
719717LP
L P
L P
LP
RBG TYSON ASSOCIATES LLC &
C/O RBG HOLDINGS LLC
15.0000 ACRES
MAP #43-19-31
INSTR. #210020281
ZONING - M1
EX CONCRETE
EX. ASPHALT
EX. SCREEN WALL
RD
RD
RD
RD
EX.
6
EX.
10 12" HDPE6"PVC
12" HDPE18" RCP
SIGN
WxWxINV.=716.02'
N42°25'47"E 660.00'
EX. 8" WATER LINE
25' REAR YARD SETBACK
6" PVC
6" PVC
6" PVC
FFE = 724.95'
HEIGHT = +/-28.50'
EX. 20' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. 10' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
WWW8
7
9
RD7
RD6
RD5
RD4
RD3
TD6
TD5
TD4
TD3
TD2
RD1
TD1
RD2
T4
8A
8B
T1
T2
T3
720725730 721721 722722722 723723724726727728729731
732
733
72372422.6
23.0
23 33
TC
21 82
TC
19.6
19.9
23.1
22.8
23.3
24.1
25.0
27.3 26.8
24.9
20.0
20.4
20 50
TC
20 45
TC
20 88
TC
21 41
TC
22 71
TC
22 89
TC
20.2 20.5
23 93
24 56
25 29
25 71
24 25
23 72
23 69
23 59
23 57
23 04
22 10
EP
22 10
22 10
22 10
23 46
24 95
24 95
25 20
23 51
22 64
TC
22 10
20 95
BW
21 49
21 48
21 25
23 05
4.1%
2.1%
4.6%
4.6%
2.
7
%
3.6%
2.4
%
3.1%2.0%5.6%21 48
21 48
22 10
21 48
23 79
23 79
TC
23 69
TC
24 02
TC
23 36
24 34
24 75 24 93 24 95
24 95
24 28
24 27
24 11
TC
2.1%
20 91
20 91
20 91
20 91
20 91
20 95
BW
20 95
BW
20 95
BW
20 95
EP
0.0%22 62
TW 25 45
TW
23 14
TW
25 45
TW
23 01
TC
24 95
24 95
25 89
25 15
25 95
26 13
EP
25 89
EP
26 41
TC2696
TC
22 37 23 68 24 37
23 54
EP
24 95
EP
24 95
24 85
25 29
TC
24 33
TC2313
TC
21 48
EP
20 08
20 95
BW
21 50
EP
STAIR TOP = 20.55'
STAIR BOTTOM = 20.05'
STAIR TOP = 21.13'
STAIR BOTTOM = 20.63'
STAIR TOP = 21.72'
STAIR BOTTOM = 21.22'
STAIR TOP = 22.80'
STAIR BOTTOM = 22.30'
22 73
TC
725
730
726
727
728
729
731
732
720
721
722
25 30
TC
721
722
15 60
15 77
15 92
7167167177187207167167177177187187190.4%0.4%16 02
22 12
EP
24 95
24 01
TW2357
TW
72071771871972121 15 24 95
725
FFE = 724.95'
LCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LC
G
LCGLCG LCG LCGLCG LCG
LCG
LC
G
LCG
LCG
LCG
LCGLCG
LCG
LCG
LCG
LCG
LCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCG
A A
CONSTRUCT AND VERIFY IMPERMEABLE
POND LINER IN ACCORDANCE WITH THE
OCTOBER 16TH, 2023 GEOTECHNICAL
ENGINEERING REPORT BY ECS
MID-ATLANTIC SIGNED AND SEALED BY
SENIOR ENGINEERING GEOLOGIST,
NICHOLAS C. BASS.
DETAIL 'B' ON SHEET 17
RECONSTRUCT CONCRETE
SCUPPER TO MATCH GRADE
SHOWN AND EXTEND SCUPPER
TO TOE OF SLOPE. NEW
SCUPPER TO MATCH EXISTING
SUPPER DIMENSIONS FOR
DEPTH AND WIDTH.
RECONSTRUCT CONCRETE
SCUPPER TO MATCH GRADE
SHOWN AND EXTEND SCUPPER
TO TOE OF SLOPE. NEW
SCUPPER TO MATCH EXISTING
SUPPER DIMENSIONS FOR DEPTH
AND WIDTH.
2 YR.
W.S.E = 716.00'
10 YR.
W.S.E = 716.50'
100 YR.
W.S.E = 717.00'
L P
GRAPHICAL SCALE: 1" = 20'
20 10 0 20 40 60 GRADING AND DRAINAGE PLAN08
C-CG-101.DWG
C-CG-101
1" = 20'
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CG-101.DWG, 2/2/2024 3:42 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CG-101.DWG, 2/2/2024 3:42 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 REAR ADA PARKING
GRADING NOTES:
1.VERIFY EXISTING TOPOGRAPHY AND NOTIFY
ENGINEER IMMEDIATELY IF ELEVATIONS ON THE
PLAN DO NOT MATCH ELEVATIONS MEASURED IN
THE FIELD.
2.MATCH EXISTING LINE AND GRADE AT CONNECTION
TO EXISTING PAVEMENTS.
3.SEE DETAIL 'B' ON SHEET 17 FOR CROSS SECTIONS
OF PROPOSED LOADING DOCK EXPANSION.
2.0%
25 00
25 00
25 00
25 00
TC
FL
EP
GRADING LEGEND
PR. SLOPE
DIRECTION OF FLOW ARROW
PR. GROUND SPOT SHOT
PR. TOP OF CURB ELEVATION
PR. FLOW LINE ELEVATION
PR. EDGE OF PAVEMENT ELEVATION
EX. SPOT SHOT ELEVATION25.0
FRONT ADA PARKING
25 00
TW PR. TOP OF WALL ELEVATION
CURB AND GUTTER; CG-6R
CURB AND GUTTER; CG-6
TRANSITION GUTTER
MATCH LINE SEE SHEET 09
725
725730735
730 727725 725720729 7167177177207
2
5
720
719719718717SA
CO
EX. ASPHALT
EX. ASPHALT
EX. ASPHALT
EX. ASPHALT
EX. EDGE OF PAVEMENT
18" RCP
SIGN
INV.=716.02'N47°34'13"W 990.00'25' SIDE YARD SETBACK7
20 08
15 39
15 60
15 77
15 92
15 23
15 02
14 88
14 74
14 59 7157157167167177177187187167167177177187187207167167177177187187190.4%0.4%0.4%0.4%16 02
720717718719721LCGLCGLCGLCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCG
LCG LCG
CONSTRUCT AND VERIFY IMPERMEABLE
POND LINER IN ACCORDANCE WITH THE
OCTOBER 16TH, 2023 GEOTECHNICAL
CONSTRUCT AND VERIFY IMPERMEABLE
POND LINER IN ACCORDANCE WITH THE
OCTOBER 16TH, 2023 GEOTECHNICAL
ENGINEERING REPORT BY ECS
MID-ATLANTIC SIGNED AND SEALED BY
SENIOR ENGINEERING GEOLOGIST,
NICHOLAS C. BASS.
CONSTRUCT AND VERIFY IMPERMEABLE
POND LINER IN ACCORDANCE WITH THE
OCTOBER 16TH, 2023 GEOTECHNICAL
ENGINEERING REPORT BY ECS
MID-ATLANTIC SIGNED AND SEALED BY
SENIOR ENGINEERING GEOLOGIST,
NICHOLAS C. BASS.
RECONSTRUCT CONCRETE
SCUPPER TO MATCH GRADE
SHOWN AND EXTEND SCUPPER
TO TOE OF SLOPE. NEW
SCUPPER TO MATCH EXISTING
SUPPER DIMENSIONS FOR DEPTH
AND WIDTH.
RECONSTRUCT CONCRETE
SCUPPER TO MATCH GRADE
SHOWN AND EXTEND SCUPPER
TO TOE OF SLOPE. NEW
SCUPPER TO MATCH EXISTING
SUPPER DIMENSIONS FOR DEPTH
AND WIDTH.
RECONSTRUCT CONCRETE
SCUPPER TO MATCH GRADE
SHOWN AND EXTEND SCUPPER
TO TOE OF SLOPE. NEW
SCUPPER TO MATCH EXISTING
SUPPER DIMENSIONS FOR
DEPTH AND WIDTH.
RECONSTRUCT CONCRETE
SCUPPER TO MATCH GRADE
SHOWN AND EXTEND SCUPPER
TO TOE OF SLOPE. NEW
SCUPPER TO MATCH EXISTING
SUPPER DIMENSIONS FOR DEPTH
AND WIDTH.
2 YR.
W.S.E = 716.00'
10 YR.
W.S.E = 716.50'
100 YR.
W.S.E = 717.00'
2 YR. W.S.E = 716.00'
10 YR. W.S.E = 716.50'
100 YR. W.S.E = 717.00'724720720720716716718719720715715719718718
720
718717715715718719717
714
715
716
718
714
714
715
715
716
717
715
714
715
713
714
IPF
INV.=713.15'
INV.=712.11'
INV.=711.96'
INV.=712.26'
INV.=714.98'
INV.=713.45'
INV.=712.78'
INV.=712.88'24" CMP(3)-48" CMP
INV.=714.14'
EX. EDGE OF PAVEMENT
EX. EDGE OF PAVEMENT EX. CONC.EX. CURB & GUTTEREX. ASPHALT
EX. ASPHALT
EX. CONCRETE
EX. RIP-RAP
EX. CURB & GUTTER
EX. EDGE OF PAVEMENT
TOP=717.34
EX.
1
EX.
2
EX.
3
STONEWALL INDUSTRIAL PARK
75' FRONT YARD SETBACK
Wx Wx Wx
EX. FCSA SANITARY
SEWER EASEMENT
INSTR. #060014178
EX. 20' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. RIP-RAP
14 59
14 46
14 28
14 01
13 76
13 62
13 43
13 20 14 001400715 7157147147167167177177187187157157167167177177187187157147167177180.4%0.4%0.4%0.4%0.4%17 00
17 001700
17 001700 17 00
7
1
8
LCG LCG LCG LCG LCG LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCG
LCG
LCG
LCG
30' WIDE EMERGENCY SPILLWAY
ELEV. = 717.00'
12.00'
12' WIDE ENDWALL
SEE DETAIL 'A' ON
SHEET 14
CONSTRUCT AND VERIFY IMPERMEABLE
POND LINER IN ACCORDANCE WITH THE
OCTOBER 16TH, 2023 GEOTECHNICAL
ENGINEERING REPORT BY ECS
MID-ATLANTIC SIGNED AND SEALED BY
SENIOR ENGINEERING GEOLOGIST,
NICHOLAS C. BASS.
CONSTRUCT AND VERIFY IMPERMEABLE
POND LINER IN ACCORDANCE WITH THE
OCTOBER 16TH, 2023 GEOTECHNICAL
ENGINEERING REPORT BY ECS
MID-ATLANTIC SIGNED AND SEALED BY
SENIOR ENGINEERING GEOLOGIST,
NICHOLAS C. BASS.
LINE CULVERT WITH CONTROLLED
LOW STRENGTH MATERIAL PER
DETAIL 'B' ON SHEET 17 AS
REQUIRED BY GEOTECHNICAL
ENGINEER NICHOLAS C. BASS
EC-3 MATTING
RECONSTRUCT CONCRETE
SCUPPER TO MATCH GRADE
SHOWN AND EXTEND SCUPPER
TO TOE OF SLOPE. NEW
SCUPPER TO MATCH EXISTING
SUPPER DIMENSIONS FOR
DEPTH AND WIDTH.
RECONSTRUCT CONCRETE
SCUPPER TO MATCH GRADE
SHOWN AND EXTEND SCUPPER
TO TOE OF SLOPE. NEW
SCUPPER TO MATCH EXISTING
SUPPER DIMENSIONS FOR
DEPTH AND WIDTH.
RECONSTRUCT CONCRETE
SCUPPER TO MATCH GRADE
SHOWN AND EXTEND SCUPPER
TO TOE OF SLOPE. NEW
SCUPPER TO MATCH EXISTING
SUPPER DIMENSIONS FOR
DEPTH AND WIDTH.
RECONSTRUCT CONCRETE
SCUPPER TO MATCH GRADE
SHOWN AND EXTEND SCUPPER
TO TOE OF SLOPE. NEW
SCUPPER TO MATCH EXISTING
SUPPER DIMENSIONS FOR
DEPTH AND WIDTH.
RECONSTRUCT CONCRETE
SCUPPER TO MATCH GRADE
SHOWN AND EXTEND
SCUPPER TO TOE OF SLOPE.
NEW SCUPPER TO MATCH
EXISTING SUPPER DIMENSIONS
FOR DEPTH AND WIDTH.
2 YR. W.S.E = 716.00'
10 YR. W.S.E = 716.50'
100 YR. W.S.E = 717.00'
VIRGIN
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8
3
GRAPHICAL SCALE: 1" = 20'
20 10 0 20 40 60 DRY POND GRADING AND DRAINAGE PLAN09
C-CG-101.DWG
C-CG-101
1" = 20'
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CG-101.DWG, 2/2/2024 3:42 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CG-101.DWG, 2/2/2024 3:42 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 GRADING NOTES:
1.VERIFY EXISTING TOPOGRAPHY AND NOTIFY ENGINEER
IMMEDIATELY IF ELEVATIONS ON THE PLAN DO NOT MATCH
ELEVATIONS MEASURED IN THE FIELD.
2.MATCH EXISTING LINE AND GRADE AT CONNECTION TO EXISTING
PAVEMENTS.
3.DRY POND SIDE SLOPES SHALL BE A MAXIMUM OF 3:1.
4.EXECUTE THE WORK FOR THE STORMWATER POND EMBANKMENT
RECONSTRUCTION AND POND LINER IN ACCORDANCE WITH THE
RECOMMENDATIONS PROVIDED IN THE OCTOBER 16TH, 2023
GEOTECHNICAL ENGINEERING REPORT BY ECS MID-ATLANTIC
SIGNED AND SEALED BY SENIOR ENGINEERING GEOLOGIST
NICHOLAS C. BASS.
5.SEE CULVERT MODIFICATION DETAIL 'B' ON SHEET 14.
6.SEE CULVERT PROFILE ON SHEET 12.
2.0%
25 00
25 00
25 00
25 00
TC
FL
EP
GRADING LEGEND
PR. SLOPE
DIRECTION OF FLOW ARROW
PR. GROUND SPOT SHOT
PR. TOP OF CURB ELEVATION
PR. FLOW LINE ELEVATION
PR. EDGE OF PAVEMENT ELEVATION
EX. SPOT SHOT ELEVATION25.0
CURB AND GUTTER; CG-6R
CURB AND GUTTER; CG-6
25 00
TW PR. TOP OF WALL ELEVATION
TRANSITION GUTTER
MATCH LINE SEE SHEET 08
MATCH LINE SEE THIS SHEET
MATCH LINE SEE THIS SHEET
VIRGIN
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8
3
LP
L P
L P
LP
RBG TYSON ASSOCIATES LLC &
C/O RBG HOLDINGS LLC
15.0000 ACRES
MAP #43-19-31
INSTR. #210020281
ZONING - M1
EX CONCRETE
EX. ASPHALT
EX. SCREEN WALL
RD
RD
RD
RD
EX.
6
EX.
10 12" HDPE6"PVC
12" HDPE18" RCP
SIGN
WxWxINV.=716.02'
N42°25'47"E 660.00'
EX. 8" WATER LINE
25' REAR YARD SETBACK
6" PVC
6" PVC
6" PVC
FFE = 724.95'
HEIGHT = +/-28.50'
EX. 20' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. 10' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
WWW8
7
9
RD7
RD6
RD5
RD4
RD3
TD6
TD5
TD4
TD3
TD2
RD1
TD1
RD2
T4
8A
8B
T1
T2
T3
FFE = 724.95'
1
7
21
2
2
3
5
6
4
8
3
8
11
12
9
9
16
17
16
18
15
15
15
15
15
15
10
19
15
20
20
20
20
13
LOCATE EX. ROOF LEADER
AND TIE INTO STRUCTURE 8
AS NECESSARY
17
13
13
13
14
14
13
CONTRACTOR SHALL CONFIRM EXISTING
WATER MAIN IS RESTRAINED PER VALVE
RESTRAINT REQUIREMENTS, IF NOT
CONTRACTOR SHALL INSTALL RESTRAINTS
ON THE EXISTING WATERMAIN
SEE PLAT OF EASEMENT FOR
CREATION OF 20' FREDERICK
WATER EASEMENT
18
12
14
14
14
14
11
GRAPHICAL SCALE: 1" = 20'
20 10 0 20 40 60 UTILITY PLAN10
C-CU-101.DWG
C-CU-101
1" = 20'
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CU-101.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CU-101.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 A
12
A
12
C, D
12
B, C
12
C
12
D
13
A, B
12
D
13
C, F
13
UTILITY NOTES:
1.SEE SHEET 11 FOR WATER MAIN PROFILE AND DETAILS.
2.SEE SHEETS 12 AND 13 FOR STORM DRAIN PROFILES, COMPUTATIONS, AND DETAILS.
NO.DESCRIPTION
UTILITY KEY
PR. CONNECTION TO 8" WATER MAIN; EXTEND WATER LINE FROM
EXISTING VALVE TO NEW TEE1
2
3
4
5
6
7
8
9
10
11
12
DETAIL
13
14
15
16
PR. 8" CL 52 DIP WATER MAIN
PR. 6" CL 52 DIP FIRE HYDRANT LATERAL
PR. FIRE HYDRANT
PR. 8" TO 6" REDUCER
PR. 6" VALVE
PR. 8"X8"X6" TEE; 1-8" VALVE; 1-6" VALVE
PR. FREDERICK WATER 20' WATER LINE EASEMENT
PR. 18" ADS NYLOPAST STRUCTURE; H-20 RATED SOLID TOP
PR. ROOF DRAIN CONNECTION
PR. 12" HDPE STORM PIPE
PR. 24" HDPE STORM PIPE
PR. 6" PVC
PR. 8" TRENCH DRAIN. SEE TRENCH DRAIN PROFILE SHEET 12
PR. 18" HDPE STORM PIPE
PR. 18" ADS NYLOPLAST STRUCTURE; GRATE TOP; CONNECT
EXISTING ROOF LEADER
17
18
EX. 12" STORM PIPE TO REMAIN
EX. ROOF LEADER TO REMAIN
19
20
PR. 4' VDOT STORM MANHOLE
A, B
13
PR. FIRE HYDRANT21
PR. 8" PVC
MIN4' COVERMIN4' COVER10+00=8" CONNECTION TO EX. 8" VALVE1-8"X8"X6" TEE;1-8" VALVE; 1-6" VALVE6" FH-1 CONNECTIONINV.=716.5611+39.48=45° HORIZONTAL BENDINV.=717.5412+01.64=1-8" T0 6" REDUCERINV.=718.6312+02.64=1-6" VALVEINV.=718.6412+09.64=FH-2INV.=718.77EX. GRADE
1.5' MIN. CLEAR
UNDER STORM
PR. GRADE
201.64' OF 8"
CL 52 DIP
8.00' OF 6" CL
52 DIP
PUBLIC OWNERSHIP
4' COVEREX. GRADE
PR. GRADE
9.82' OF
6" CL 52 DIP
10+00=10+00 (8" WATERMAIN)1-8"X8"X6" TEE;1-8" VALVE; 1-6" VALVEINV.=716.6510+09.82=FH-1INV.=717.24PUBLIC OWNERSHIP730735740720721724720723724725726724722LPLPEX.6EX.10W10+10
10+00
12+1010+0011+0012+00725721724720720722723722LPLPEX.6SIGN10+1010+0010+00
VI
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8
3
VI
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3
WATER MAIN PROFILE AND UTILITY DETAILS11
C-CU-201.DWG
C-CU-201
1" = 50'
1" = 5'
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CU-201.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CU-201.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 FIRE HYDRANTANOT TO SCALE
GATE VALVEBNOT TO SCALE
RESTRAINED JOINTS FOR VALVES AND REDUCERSCNOT TO SCALE
RESTRAINED JOINTS FOR TEES AND BENDSDNOT TO SCALE
WATERMAIN CONNECTION TO FH-2 WATERMAIN TO FH-1
WATER NOTES:
1.ALL WATER MATERIALS, APPURTENANCES, AND INSTALLATION SHALL BE IN
ACCORDANCE WITH THE LATEST VERSION OF THE "WATER AND SEWER
STANDARDS AND SPECIFICATIONS FOR FREDERICK COUNTY". SEE
FREDERICK WATER CONSTRUCTION NOTES ON SHEET 02.
2.DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF AWWA
STANDARD C151. THE PIPE SHALL BE CEMENT LINED IN ACCORDANCE WITH
AWWA STANDARD C104. UNLESS OTHERWISE SPECIFIED, THE PIPE SHALL
HAVE PUSH-ON JOINTS MEETING THE REQUIREMENTS OF AWWA
STANDARD C111. THE WALL THICKNESS OF THE PIPE SHALL BE CLASS 52.
PIPE SHALL BE MANUFACTURED BY U.S. PIPE, AMERICAN PIPE, OR
MCWANE DUCTILE. THE EXTERIOR SHALL BE COATED WITH A LAYER OF
ARC-SPRAYED ZINC PER ISO 8179. THE MASS OF THE ZINC APPLIED SHALL
BE 200 G/M2 OF PIPE SURFACE AREA. A FINISHING LAYER TOPCOAT SHALL
BE APPLIED TO THE ZINC. THE MEAN DRY FILM THICKNESS OF THE
FINISHING LAYER SHALL NOT BE LESS THAN 3 MILS WITH A LOCAL MINIMUM
NOT LESS THAN 2 MILS. THE ZINC COATING SYSTEM SHALL CONFORM TO
ISO 8179-1 “DUCTILE IRON PIPES - EXTERNAL ZINC-BASED COATING - PART
1: METALLIC ZINC WITH FINISHING LAYER. SECOND EDITION 2004-06-01.”
VERTICAL SCALE: 1" = 5'
5 2.5 0 5 10 15
HORIZONTAL SCALE: 1" = 50'
50 25 0 50 100 150
STANDARD TRENCHINGENOT TO SCALE
700
705
710
715
720
725
730
735
700
705
710
715
720
725
730
735
10+00 11+00 12+00 13+00 14+00 15+0012+30.98=4' MANHOLEINV. OUT=717.75 (24")INV. IN=717.85 (6")INV. IN=718.31 (6")INV. IN=717.85 (18")TOP=721.268
10+00=FLAIRED END SECTIONINV. IN=716.02 (24")TOP=718.77EX.13+56.48=18" ADS MHINV. OUT=718.48 (18")INV. IN=718.98 (12")INV. IN=718.48 (8")TOP=721.268A
13+72.52=18" AREA DRAININV. OUT=719.06 (12")INV. IN=719.16 (12")INV. IN=719.12 (6")TOP=724.388B
TOP=724.349
14+03.53=18" AREA DRAININV. OUT=720.26 (12"INV. IN=720.36 (EX. 12")INV. IN=720.61 (6")EX. TOP=726.76EX.
EX. 10
14+28.50= 15" ADS MHINV. OUT=720.53 (12")INV. IN=720.55 (6")INV. IN=720.55 (12")1.5' MIN. CLEAR
OVER WATER LINE
PR. GRADE
12+55.98=15"X15"X6" TEECONNNECTION TO TD1INV.=717.8412+80.98=15"X15"X6" TEECONNNECTION TO TD2INV.=717.97EX. GRADE
EX. GRADE
PR. GRADE
11+54.45=8" W/L XINGINV.=714.93CLASS I
RIP RAP
182.37' - 24"
CORRUGATED HDPE
PIPE@ 0.50%
EX. 24.97' - 12" HDPE
@ 0.68%
25.00' - 18"
CORRUGATED HDPE
PIPE @ 0.50%
31.01' - 12" HDPE @
3.55%
16.04' - 12" HDPE @
0.50%
10-YR HGL LINE
10-YR HGL LINE
10+48.61=MH-1INV. OUT=716.74 (24")INV. IN=716.84 (24")TOP=720.087
13+05.98=15"X15"X6" TEECONNNECTION TO TD3INV.=718.0913+30.98=15"X15"X6" TEECONNNECTION TO TD4INV.=718.22EX. 48.61' - 24" RCP
CL IV @ 1.48%
BOTTOM OF TRENCH INV. = 720.09'
VERTICAL OUTLET ADAPTER TO
STRUCTURE TD6 (6" X 6" X 4" T-Y)
SEE DETAILS 'E' ADN 'F' ON SHEET 13
13.5'12'12'12'12'12'3'12'12'12'12'
1'1'1'1'
FLOW FLOW FLOW FLOW FLOW FLOWFLOWFLOWFLOWFLOWFLOW
BOTTOM OF TRENCH INV. = 720.09'
VERTICAL OUTLET ADAPTER TO
STRUCTURE TD5 (6" X 6" X 4" T-Y)
SEE DETAILS 'E' ADN 'F' ON SHEET 13
BOTTOM OF TRENCH INV. = 720.09'
VERTICAL OUTLET ADAPTER TO
STRUCTURE TD4 (6" X 6" X 4" T-Y)
SEE DETAILS 'E' ADN 'F' ON SHEET 13
BOTTOM OF TRENCH INV. = 720.09'
VERTICAL OUTLET ADAPTER TO
STRUCTURE TD3 (6" X 6" X 4" T-Y)
SEE DETAILS 'E' ADN 'F' ON SHEET 13
BOTTOM OF TRENCH INV. = 720.09'
VERTICAL OUTLET ADAPTER TO
STRUCTURE TD2 (6" X 6" X 4" T-Y)
SEE DETAILS 'E' ADN 'F' ON SHEET 13
BOTTOM OF TRENCH INV. = 720.09'
VERTICAL OUTLET ADAPTER TO
STRUCTURE TD1 (6" X 6" X 4" T-Y)
SEE DETAILS 'E' ADN 'F' ON SHEET 13
700
705
710
715
720
725
700
705
710
715
720
725
10+00 11+00TOP=716.20HDW
EX.
EX. 10
EX. GRADE
PR. GRADE
10+00.00=EXISTING CULVERTINV. OUT=713.15 (24")10+47.09=CONCRETE HEADWALLINV. IN=713.20 (24")EX. 46.00' - 24"
CMP @ 0.11%
EX.
RIP RAP
CONCRETE
HEADWALL
CONTROLLED
LOW STRENGTH
MATERIAL
STORM SEWER PROFILE AND COMPUTATIONS12
C-CU-202.DWG
C-CU-202
1" = 50'
1" = 5'
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CU-202.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CU-202.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 VERTICAL SCALE: 1" = 5'
5 2.5 0 5 10 15
HORIZONTAL SCALE: 1" = 50'
50 25 0 50 100 150
STORM DRAIN PROFILE
STORM DRAIN COMPUTATIONS
STORM DRAIN HGL COMPUTATIONS
CITY OF WINCHESTER MANHOLE LIDANOT TO SCALE
VDOT MANHOLEBNOT TO SCALE
STANDARD DI-3 LID
AND FRAME
TRENCH DRAIN PROFILE
NOT TO SCALE
STORM CULVERT PROFILE
12.53'6" SANITARY TEE (T-Y)
WITH 4" BRANCH; SEE
DETAIL 'E' THIS SHEET.
ROOF LEADER
CONNECTION; SEE
UTILITY PLAN
CONNECTION TO ADS
STRUCTURE
OR 15"X15"X6" TEE;
SEE UTILITY PLAN
ACO FLOW DRAIN
ASSEMBLY; SEE DETAIL 'A'
AND 'B', THIS SHEET
ACO FLOW DRAIN
GRATE ASSEMBLY; SEE
DETAIL 'C' THIS SHEET
ACO FLOW DRAIN
VERTICAL OUTLET ADAPTER;
SEE DETAIL 'A' THIS SHEET
VARIABLE
FLOW
6" PVC6" PVC 4" PVC
UTILITY DETAILS13
C-CU-501.DWG
C-CU-501
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CU-501.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CU-501.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 ACO DRAIN TO ROOF LEADER CONNECTIONFNOT TO SCALE
ACO TRENCH DRAINANOT TO SCALE
ACO TRENCH DRAINBNOT TO SCALE
ACO TRENCH DRAIN GRATECNOT TO SCALE
ADS 18" NYLOPLAST DRAIN BASINDNOT TO SCALE E NOT TO SCALE
6" X 6" X 4" TEE (T-Y) CONNECTION
UTILITY DETAILS14
C-CU-501.DWG
C-CU-501
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CU-501.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CU-501.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 STANDARD ENDWALL FOR PIPE CULVERTS DETAILANOT TO SCALE
SWM EMBANKMENT DETAILBNOT TO SCALE
NOTE:
EXECUTE ALL POND EMBANKMENT
RESTORATION IN ACCORDANCE WITH
THE RECOMENDATIONS PROVIDED IN
THE OCTOBER 16TH, 2023
GEOTECHNICAL ENGINEERING REPORT
BY ECS MID-ATLANTIC SIGNED AND
SEALED BY SENIOR ENGINEERING
GEOLOGIST, NICHOLAS C. BASS.
1": 1'
2"R4"
6"13"6"2'
6"13"4"
2'
6"
1": 1'
2"R
CG-6
CG-6R
CG-6R CG-6CG-6
TRANSITION
CURB TRANSITION DETAIL
(NOT TO SCALE)
DETAIL
DETAIL
NOT TO SCALE
NOT TO SCALE
DT-CG6R
7"
7"
10'10'
6"
3"
IM-19.0A INTERMEDIATE COURSE
SM-9.5A SURFACE COURSE
TACK COAT
1.5"
SUBGRADE COMPACTED
TO 95% DENSITY
COMPACTED AGGREGATE BASE,
TYPE 1 SIZE #21A, 95% DENSITY
8"
6"
4"
A3 PORTLAND CEMENT CONCRETE
(5000 PSI COMPRESSIVE STRENGTH AT 28 DAYS)
#4 BARS @ 12" O.C.
(BOTH WAYS)
COMPACTED AGGREGATE BASE,
TYPE 1 SIZE #21A, 95% DENSITY
SUBGRADE COMPACTED
TO 95% DENSITY
6"
6"
3"
A3 PORTLAND CEMENT CONCRETE
(5000 PSI COMPRESSIVE STRENGTH AT 28 DAYS)
4" X 4" - W2.9 X W2.9 WWM
REINFORCED STEEL IS NOT
CARRIED THROUGH JOINTS
SUBGRADE COMPACTED
TO 95% DENSITY
COMPACTED AGGREGATE BASE,
TYPE 1 SIZE #21A, 95% DENSITY
CHAIRS AT 2'
SPACING O.C.
INTERMEDIATE COURSE
1.5"
1V
4H
HEAVY DUTY ASPHALT SECTIONEXISTING APSHALT PAVEMENT SECTION
6"
3"
1.5"
COMPACTED AGGREGATE BASE,
TYPE 1 SIZE #21A, 95% DENSITY
SURFACE COURSE
MATCH DEPTH OF EXISTING
BASE COURSE
SURFACE COURSE 1.5" SM-9.5A
CONTINUOUS OVER EXISTING PAVEMENT
TACK COAT FACE
OF EXPOSED
INTERMEDIATE COURSE
12"12"
EX.
EX.
TACK COAT FACE OF EXPOSED
INTERMEDIATE COURSE
INTERMEDIATE COURSE
1V
4H
HEAVY DUTY ASPHALT SECTION LIGHT DUTY ASPHALT SECTION
6"
3"
1.5"
COMPACTED
AGGREGATE BASE,
TYPE 1 SIZE #21A,
95% DENSITY
SURFACE COURSE
SURFACE COURSE 1.5" SM-9.5A
CONTINUOUS OVER EXISTING PAVEMENT
1.5"
1.5"
TRANSITION SECTION
6"
HEAVY DUTY ASPHALT SECTION
6"
4.5"
BITUMINOUS COURSE(S)
4H (MIN.)
TACK COAT
1V
5' MIN
HEAVY DUTY CONCRETE SECTION
8"
TACK COAT
X X X X X X X X X
X
3" MAX
6"
4H (MIN.)
1V
PER
PLAN
COMPACTED AGGREGATE BASE,
TYPE 1 SIZE #21A, 95% DENSITY
X
X
6"
1.5"
IM-19.0A INTERMEDIATE COURSE
SM-9.5A SURFACE COURSE
TACK COAT
1.5"
SUBGRADE COMPACTED
TO 95% DENSITY
COMPACTED AGGREGATE BASE,
TYPE 1 SIZE #21A, 95% DENSITY
SITE DETAILS15
C-CS-501.DWG
C-CS-501
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CS-501.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CS-501.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 CG-6 AND CG-6R CURB B
HEAVY DUTY ASPHALT PAVEMENT SECTIONC CONCRETE DUMPSTER PADD E HEAVY DUTY CONCRETE PAVEMENT SECTION
NOT TO SCALE NOT TO SCALENOT TO SCALE
NOT TO SCALE
F TRANSITION HEAVY DUTY ASPHALT TO LIGHT DUTY ASPHALT
NOT TO SCALE G NOT TO SCALE
H NOT TO SCALE
TRANSITION HEAVY DUTY ASPHALT TO EXISTING ASPHALT
PAVEMENT
TRANSITION HEAVY DUTY ASPHALT TO HEAVY DUTY CONCRETE PAVEMENT
I CG-2 CURB
NOT TO SCALE
LIGHT DUTY ASPHALT PAVEMENT SECTIONJNOT TO SCALE
DTW
JOINT SEALER
INITIAL SAWCUT (1/8")
CRACK
JOINT BOTTOM
BACKER
OR INSERT
CONTRACTION JOINT
W = WIDTH OF SEALANT RESERVOIR (1/2" (MIN), 5/8" (MAX))
D = DEPTH OF SEALANT (1.0 TO 1.5W)
T = DEPTH OF INITIAL SAWCUT OR INSERT TYPE JOINT
MATERIAL
PAVEMENT SURFACE
FORMER (CONTRACTION JOINT) SHALL BE 1/4 SLAB THICKNESS
NOTE 1: BACKER MATERIAL SHALL MEET THE REQUIREMENTS OF ACI
504R PARAGRAPHS 2.8, 3.4.6.2, 3.4.6.3 AND TABLE AS APPLICABLE.
NOTE 2: TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF
JOINT SEALANT DETAILS
N.T.S.
CONSTRUCTION JOINT
MATERIALTD
BUTTED JOINT
BACKER
JOINT SEALER
PAVEMENT SURFACEW
(BACKER MATERIAL)
EXPANSION JOINT
JOINT SEALER
BACKER
MATERIALD3/4"PAVEMENT SURFACE
JOINT FILLER
3/4" MIN
JOINT SEALANT DETAILS
(SEPARATING TAPE)
CONTRACTION JOINT
W
TDINITIAL SAWCUT (1/8")
OR INSERT
CRACK
PAVEMENT SURFACE
JOINT SEALER
JOINT BOTTOM
N.T.S.
(SEPARATION TAPE)
JOINT SEALANT DETAILS
BUTTED JOINT
JOINT SEALANT DETAILS
(SEPARATING TAPE)
SEPARATING TAPE
JOINT SEALER
PAVEMENT SURFACE
CONSTRUCTION JOINT
W
DPAVEMENT SURFACE
SEPARATING TAPE
JOINT SEALER
3/4" MIN
JOINT FILLER
EXPANSION JOINT
D3/4"
NOTE 2: TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF
PARAGRAPHS 2.8, 3.4.6.2, 3.4.6.3 AND TABLE AS APPLICABLE.
NOTE 1: SEPARATING TAPE SHALL MEET THE REQUIREMENTS OF ACI 504R
FORMER (CONTRACTION JOINT) SHALL BE 1/4 SLAB THICKNESS
T = DEPTH OF INITIAL SAWCUT OR INSERT TYPE JOINT
D = DEPTH OF SEALANT (1.0 TO 1.5W)
PAVEMENT SURFACE FOR EXTERIOR PAVEMENTS.
W = WIDTH OF SEALANT RESERVOIR (1/2" (MIN), 5/8" (MAX))
SEPARATING TAPE
JOINT BOTTOM JOINT BOTTOM
PAVEMENT SURFACE FOR EXTERIOR PAVEMENTS.
NOTE: EITHER THE SEPARATION TAPE OR BACKER
MATERIAL DETAILS SHALL BE USED.
THIS DETAIL PER USACE DETAILS RECEIVED 6/5/2020
TE REQUIRED AT ALL FREE EDGE
TEJ REQUIRED ADJACENT TO STRUCTURES
AND ABUTTING EXISTING CONCRETE
SEE JOINT SEAL DETAILS
5' MIN
9"
7"
TE REQUIRED AT ALL FREE EDGE
TEJ REQUIRED ADJACENT TO STRUCTURES
AND ABUTTING EXISTING CONCRETE
SEE JOINT SEAL DETAILS
5' MIN
9"
7"
THICKENED-EDGE EXPANSION JOINT
N.T.S.
7"
5' MIN
(TEJ)
N.T.S.
CONTRACTION/CONSTRUCTION JOINT (CJ)
SEE JOINT SEALANT DETAILS
3.5" ± 1/2"
7"
3/4"
3/4"
3" MAX
3" MAX 3" MAX
THICKENED-EDGE (TE) JOINT &
THICKENED-EDGE EXPANSION JOINT (TEJ)
N.T.S.
3/4" OR 1" DIAMETER, 16" LONG DOWEL, SPACED
12" CENTER TO CENTER.
ONE END PAINTED AND OILED.
NOTES:
CONTRACTION JT. (BY SAWING OR INSERT) IS SHOWN. CONSTRUCTION
JT. IS SMOOTH JT. (BUTT JOINT) CREATED BY FORMING. BOTH JOINT
TYPES SHALL BE DOWELED.
NON-EXTRUDING
JOINT FILLER STRIP
2.75"
4" x 4" - W4 xW4 WWM
2.75"
4" x 4" - W4 xW4 WWM
NON-EXTRUDING
JOINT FILLER STRIP
2.75"
4" x 4" - W4 xW4 WWM
x x x
x x x x
x x
SITE DETAILS16
C-CS-501.DWG
C-CS-501
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CS-501.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CS-501.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 A JOINT SEALANT DETAILS
NOT TO SCALE B JOINT DETAILS
NOT TO SCALE
BUILDING FACE
TRENCH DRAIN RIM = 720.91'GRADE AT LOADING
DOCK = 720.95'
F.F.E.= 724.95'
EDGE OF DRIVE AISLE
722.10'
2.0'58.0'5.0'
2.0%
722.23'SITE DETAILS17
C-CS-501.DWG
C-CS-501
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CS-501.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CS-501.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 CG-12 DETECTABLE WARNING SURFACE (PARALLEL INSTALLATION)D
STANDARD CONCRETE SIDEWALKANOT TO SCALE
NOT TO SCALE
LOADING DOCK CROSS SECTION A-ABNOT TO SCALE
NOTES:
CAP BOARDALUMINUM
POST CAP
3. ALL LUMBER SHALL BE PRESSURE TREATED SOUTHERN
1. PROVIDE SHOP DRAWINGS FOR REVIEW BY THE OWNERS
REPRESENTATIVE PRIOR TO FABRICATION OR INSTALLATION.
1.25 "
MAX
1X4 OR 1X6 SLATS,
2 FINISH NAILS AT EACH BEAM
TOP VIEW, CAP BOARD REMOVED
BEAM
SLAT
POST,
SEE TABLEPOST
3,000 PSI
CONCRETE
2. INSTALLATION AND ALIGNMENT OF THE FENCE TO BE
IN ACCORDANCE WITH THE CONTRACT DRAWINGS.6'0"114"MIN.14"3"
MAX.
8'-0"
YELLOW PINE (0.04 CCA).
2X4 BEAMS, SEE TABLE, GALVANIZED
SUPPORT BRACKET REQUIRED
14"INCLUDE GATES, CONNECTION DETAILS, AND ANY OTHER
NON-STANDARD DETAILS.
NOTES:
G. OTHER SPECIAL SIGNS AS APPROVED BY THE OFFICE OF THE FIRE MARSHAL.
BETWEEN SIGNS IS 70 FEET.
SPACED AS ON APPROVED PLANS. IN LONG STRETCHES THE MAXIMUM DISTANCE
INSTALLATION FROM THE OFFICE OF THE FIRE MARSHAL. SIGNS SHOULD BE
UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED PRIOR TO
SOLID HEAD 1 1/2" WIDE AND 2" DEEP.
AREAS WHERE NO CURB EXISTS. PAINT SHALL BE TRAFFIC YELLOW GRADE.
A 6" YELLOW STRIPE SHALL BE PAINTED ON PAVEMENT EDGE IN FIRE LANE
F. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED.
E. SIGNS ARE TO BE MOUNTED 7' FROM THE GROUND TO THE BOTTOM OF THE
SIGN UNLESS OTHERWISE DIRECTED BY THE OFFICE OF THE FIRE MARSHAL.
APPROVED SIGNS SHALL BE AS FOLLOWS:
A. METAL CONSTRUCTION, 12" x 18".
AROUND ENTIRE OUTER EDGE OF SIGN.
B. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP
C. LETTERING TO BE AS SHOWN ABOVE.
"OR" - 1", "FIRE LANE" - 2 1/2", ARROWS 1" X 6" SOLID SHAFT WITH A
D. LETTERING SIZE TO BE AS FOLLOWS: "NO PARKING" OR "STANDING" - 2",
ALL CURBS OR PAVED SPACES DESIGNATED AS FIRE LANES SHALL BE INDICATED
BY YELLOW PAINT AS APPROVED BY THE FIRE PREVENTION DIVISION.
DT-FIRES
FIRE
LANE
NO
TYPE A
PARKING
TYPE D
LANE
FIRE
PARKING
LANE
FIRE
PARKING
NO
TYPE C
NO
36"7'3"-4" TAPER
1-1/4"
3-1/8"1.516NUT AND WASHER
SECTION
SIGN MOUNTS BETWEEN FRONT
WASHER AND SIGN POST
REQUIRED HARDWARE:
2-5/16" X 2-1/2" HEX-HEAD BOLTS
2-5/16" HEX NUTS
4-5/16" FLAT WASHERS
(ZINC PLATED)
5/16" HEX NUT
5/16" FLAT WASHER
5/16" FLAT
WASHER
GROUND
LEVEL
FRONT
WASHER
BOLT AND WASHER
5/16" X 2-1/2" HEX-HEAD BOLT
STANDARD 2#/10' GALVANIZED
STEEL U-CHANNEL SIGN POST
COLOR AS EXISTING
3/8" HOLES
SPACED 1" ON
CENTER
2#/10' GALVANIZED STEEL
U-CHANNEL SIGN POST
C PARKING STALLL
R=5"18"5"TYP1'-0"9°
4'-6"9'-0"EDGE OF PVMT26"4"
R=1
8
"
R=13"6"
4"10"
12"6"6"6"
6"
1"
PAINT BLUE
PAINT WHITE
20"
4" WIDE
BLUE
STRIPING4'-0" TOPAINT
WHITE
SAMPLE TO ENGINEER FOR APPROVAL
CONTRACTOR TO SUBMIT PRODUCT
(3'-0" MIN. LENGTH)
#4 REBAR (TYP.)
A1
6'-0"
A1
PRE-CAST WHEEL STOP
PRIOR TO INSTALLATION.
SECTION A1-A1
CONC. MIN.
6"
9"
3000 PSI
SITE DETAILS18
C-CS-501.DWG
C-CS-501
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CS-501.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CS-501.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 WOODEN SCREENING FENCEASCALE: 3/8" = 1'-0"
NO PARKING SIGNSBNOT TO SCALE
SIGN POSTCNOT TO SCALE
ADA PARKING STRIPINGDNOT TO SCALE
CONCRETE WHEEL STOPENOT TO SCALE
EROSION AND SEDIMENT CONTROL NOTES19
C-GC-001.DWG
C-GC-001
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GC-001.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GC-001.DWG, 2/2/2024 3:43 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 E&S CONTROL 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; OR
(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:
E&S CONTROL MINIMUM STANDARDS (CONT.):
(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
DISSIPATORS 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.
EROSION AND SEDIMENT CONTROL NARRATIVE
THE SITE DISTURBANCE IS GREATER THAN 10,000 SF. THEREFORE, PER SECTION 143-110, VIRGINIA EROSION AND SEDIMENT
CONTROL PROGRAM (VESCP) LAND DISTURBANCE OR VESCP LAND-DISTURBING ACTIVITY, THE SITE DISTURBANCE IS
CLASSIFIED AS AN EROSION AND SEDIMENT CONTROL LAND DISTURBING ACTIVITY AND IS SUBJECT TO THE REQUIREMENTS
OF SECTION 143-160 OF THE FREDERICK COUNTY CODE.
PROJECT DESCRIPTION:
THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF A LOADING DOCK EXPANSION ALONG THE SOUTH WESTERN
PORTION OF THE EXISTING BUILDING, INCLUDING A DRIVE-IN RAMP, THE RELOCATION OF STORM SEWER INFRASTRUCTURE
AND FIRE HYDRANTS, AND MAINTENANCE OF AN EXISTING DRY POND. THE TOTAL DISTURBED AREA TO INCLUDE NEW
IMPROVEMENTS IS APPROXIMATELY 1.11 ACRES OR 48,385 SF. THE TOTAL PROJECT LIMITS OF CLEARING AND GRADING
INCLUDING MAINTENANCE OF THE EXISTING DRY POND IS APPROXIMATELY 2.17 ACRES OR 94,362 SF.
EXISTING SITE CONDITIONS:
THE EXISTING SITE CONSISTS OF WAREHOUSING SPACE AND A VALLEY HEALTH EPIC TRAINING CENTER. SEE APPROVED SITE
PLAN SP# 26-13. MULTIPLE EXISTING LOADING DOCKS ARE LOCATED ALONG THE SOUTH WESTERN PORTION OF THE BUILDING.
A MAJORITY OF THE SITE IS VERY FLAT WITH SLOPES RANGING FROM LESS THAN 1% TO 5% AND DRAINS TO THE SOUTH EAST
TO EXISTING CULVERTS ADJACENT TO TYSON DRIVE. THE WESTERN CORNER OF THE SITE NEAR WHERE IMPROVEMENTS ARE
PROPOSED CONTAINS SLOPES RANGING FROM 5% TO 27%.
ADJACENT AREAS:
THE SITE IS SURROUNDED BY SIMILAR WAREHOUSING AND DISTRIBUTION FACILITIES ALL ZONED M1. THE ONLY ROAD
ADJACENT TO THE SITE IS TYSON DRIVE ALONG THE SOUTH EASTERN PROPERTY LINE.
OFF-SITE AREAS:
THERE ARE NO PLANNED OFF-SITE AREAS FOR THIS PROJECT. ALL WORK SHALL BE COMPLETED INSIDE OF THE PROPERTY.
SOILS:
SOIL DATA HAS BEEN OBTAINED FROM WEB SOIL SURVEY. REFER TO GEOTECH REPORT FOR ADDITIONAL INFORMATION THE
SOILS ON THE SITE ARE:
-(5C) CARBO SILT LOAM, 7 TO 15 PERCENT SLOPES, WELL DRAINED, K=0.43, VERY LOW TO MODERATELY LOW CAPACITY
0.00 TO 0.06 IN/HR., HYDROLOGIC SOIL GROUP 'D'
-(32B) OAKLET SILT LOAM, 2 TO 7 PERCENT SLOPES, WELL DRAINED, K=0.37, MODERATELY LOW TO MODERATELY HIGH
CAPACITY 0.06 TO 0.20 IN/HR., HYDROLOGIC SOIL GROUP 'C'
-(14B) FREDERICK-POPLIMENTO LAOMS, 2 TO 7 PERCENT SLOPES, WELL DRAINED, K=0.28, MODERATELY HIGH TO HIGH
CAPACITY 0.57 TO 1.98 IN/HR,. HYDROLOGIC SOIL GROUP 'B'
-(39B) SWIMLEY SILT LOAM, 2 TO 7 PERCENT SLOPES, WELL DRAINED, K=0.43, MODERATELY HIGH TO HIGH CAPACITY 0.57
TO 1.98 IN/HR,. HYDROLOGIC SOIL GROUP 'B'
SEE MAP BELOW FOR SOIL BOUNDARIES:
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.DEVICES SHOWN ON PLANS ARE TO BE CONSIDERED THE MINIMUM EROSION AND SEDIMENT CONTROLS. PROVIDE
ADDITIONAL DEVICES AS NEEDED IN ORDER TO CONTROL EROSION AND SEDIMENTATION.
2.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED ACCORDING TO THE STANDARDS
AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
3.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.
4.PROVIDE CLEANING AND REMOVAL OF SEDIMENT AND MUD FROM PUBLIC OR PRIVATE ROADWAYS AS NECESSARY.
5.TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED BY SILT FENCE OR OTHER MEASURES AND SHALL BE
PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION AT ALL TIMES IMMEDIATELY AFTER GRADING. ADDITIONAL
MEASURES TO INCLUDE BE NOT LIMITED TO; BERMS, DIKES, SILT FENCE SANDBAGS OR STRAW BALE BARRIERS.
6.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
7.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS
NECESSARY TO PREVENT EROSION AND SEDIMENTATION.
8.TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN EFFICIENCY AND TO BE DISPOSED OF BY SPREADING
ON-SITE.
9.TRENCHING ACTIVITIES SHALL BE DONE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL
MINIMUM STANDARDS SECTION 16 AND IN ACCORDANCE WITH FREDERICK WATER TRENCHING AND BEDDING DETAIL ON
SHEET CU-202.
10.REFER TO GEOTECH REPORT FOR INSTRUCTIONS ON STORMWATER POND EMBANKMENT RECONSTRUCTION,
EMBANKMENT FILL REQUIREMENTS, AND POND LINER.
MAINTENANCE:
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF-PRODUCING
RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL
DEVICES SHALL BE MADE IMMEDIATELY. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR:
1.CONSTRUCTION ENTRANCE (3.02):
SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY.
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL
MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS
MUST BE REMOVED IMMEDIATELY.
2.SILT FENCE (3.05):
a)SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
RAINFALL. ANY REPAIRS SHALL BE MADE IMMEDIATELY.
b)SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE
EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
c)SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS
REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.
d)ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE
DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.
3.STORM DRAIN INLET PROTECTION (3.07/3.08):
THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE
REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS. REMOVED SEDIMENT SHALL BE DEPOSITED IN A
SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA
STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
4.TREE PRESERVATION AND PROTECTION (3.38):
IF THE SOIL HAS BEEN COMPACTED OVER THE ROOT ZONE OF ANY TREE, THE GROUND SHALL BE AERATED BY
PUNCHING HOLES IN SOIL UNTIL LOOSENED. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE
SHALL BE RETAINED IMMEDIATELY.
SEQUENCE OF CONSTRUCTION:
PHASE 1
1.FLAG LIMITS OF CONSTRUCTION ACTIVITIES.
2.SCHEDULE AND HOLD ON SITE PRE CONSTRUCTION MEETING.
3.INSTALL CONSTRUCTION ENTRANCE AND WASH RACK AND PERIMETER CONTROLS.
4.INSTALL INLET PROTECTION ON ALL EXISTING STORM INLETS AND STORMWATER CONVEYANCE STRUCTURES.
5.BEGIN DEMOLITION OF EXISTING SITE FEATURES, ROUGH SITE GRADING, AND CLEARING OF TREES AND BUSHES AFTER
EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN APPROVED BY THE COUNTY SITE INSPECTOR.
6.INSTALL ALL UNDERGROUND UTILITIES.
7.DO NOT PROCEED TO PHASE 2 UNTIL AUTHORIZED BY SITE INSPECTOR.
PHASE 2
1.MAINTAIN ALL PERIMETER CONTROLS AND OTHER EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY.
2.RELOCATE EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY.
3.INSTALL INLET PROTECTION ON NEW STORM STRUCTURES.
4.CLEAR AND GRUB REMAINDER OF SITE.
5.FINE GRADE SITE FOR CONSTRUCTION AND PAVING OF PARKING LOT.
6.CONSTRUCT BUILDING ADDITION, LOADING DOCK RETAINING WALLS, AND ASSOCIATED HARDSCAPES INCLUDING BUT
NOT LIMITED TO CURB AND GUTTER AND SIDEWALKS.
7.REMOVE VEGETATION FROM STORMWATER POND AREA AND EMBANKMENT. INSTALL OUTFALL HEADWALL. RESTORE
POND AND EMBANKMENT GRADE. STABILIZE DRY POND.
8.PERMANENTLY STABILIZE LANDSCAPED AREAS AND LAWN AREAS.
9.INSTALL ALL PROPOSED LANDSCAPE FEATURES.
10.COMPLETE FINAL SITE STABILIZATION.
11.WITH PERMISSION OF THE COUNTY SITE INSPECTOR, REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL
MEASURES.
GEOLOGY:
NO RECENT GEOTECHNICAL REPORT HAS BEEN PERFORMED FOR THIS SITE.
CRITICAL AREAS:
THERE ARE NO CRITICAL EROSION AREAS ON SITE.
EROSION AND SEDIMENT CONTROL MEASURES:
1.CONSTRUCTION ENTRANCE (3.02) TO MINIMIZE THE AMOUNT OF SEDIMENT CARRIED FROM THE SITE
ONTO PUBLIC AND PRIVATE ROADS. ONE (1) CONSTRUCTION ENTRANCE IS REQUIRED FOR ACCESS TO
THE SITE.
2.SAFETY FENCE (3.01) TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE.
3.SILT FENCE (3.05) TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE PROPERTY. SILT
FENCE SHOULD BE REPLACED ON A REGULAR BASIS ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
4.STORM DRAIN INLET PROTECTION (3.07) TO MINIMIZE SILTATION OF EXISTING STORM SEWER INLETS
WITHIN THE SITE.
5.CULVERT INLET PROTECTION (3.08) TO FILTER SEDIMENT AND PREVENT IT FROM ENTERING IN OR
ACCUMULATING IN A STORM SEWER CULVERT.
6.PIPE OULET PROTECTION (3.18) TO PROTECT THE OUTLET STRUCTURE AND MINIMIZE DOWNSTREAM
EROSION POTENTIAL BY REDUCING THE VELOCITY OF STORMWATER FLOWS.
7.TREE PROTECTION (3.38) TO PROTECT DESIRABLE TREES FROM LAND DISTURBING AND CONSTRUCTION
ACTIVITIES.
PERMANENT STABILIZATION:
ALL AREAS TO BE LEFT UNCOVERED BY BUILDINGS OR PAVEMENT SHALL BE IMMEDIATELY STABILIZED WITH
PERMANENT SEEDING FOLLOWING GRADING OPERATIONS. SEEDING SCHEDULE SHALL BE IN ACCORDANCE
WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). ANY VARIANCE FROM THESE
MEASURES SHALL BE APPROVED BY THE LOCAL EROSION CONTROL AUTHORITY.
VEGETATIVE PRACTICES:
1.TEMPORARY SEEDING (3.31) - ALL DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A
PERIOD OF MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED. TEMPORARY SEEDING SCHEDULE TO
BE IN ACCORDANCE WITH THE VESCH.
2.PERMANENT SEEDING (3.32) - ALL DENUDED AREAS SHALL BE RESEEDED, MULCHED, AND FERTILIZED AS
NECESSARY OBTAIN PERENNIAL VEGETIVE COVER AFTER FINAL GRADING OPERATIONS. VEGETATIVE
STABILIZATION SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION.
SOILS MAP (SCALE 1" = 500')
PROJECT SITE
32B
32B
14B
5C
14B
39B
VIRGIN
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3WxWxLP
L P
L P
LP
RBG TYSON ASSOCIATES LLC &
C/O RBG HOLDINGS LLC
15.0000 ACRES
MAP #43-19-31
INSTR. #210020281
ZONING - M1
EX. SCUPPER
EX. SCUPPER
EX. CURB & GUTTER
EX. CURB & GUTTER
EX CONCRETE
EX. ASPHALT
EX. ASPHALT
EX. ASPHALT
EX. ASPHALT
EX. RIP-RAP
EX. WALK
W/STEPS
EX. SCUPPER
EX. CONC.
DUMPSTER PAD
EX. HVAC
EX. HVAC
EX. SCREEN WALL
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
EX.
6
EX.
7
EX.
8
EX.
9
EX.
10
INV.=716.74'
INV.=718.12'12" HDPE12" HDPE12" HDPE 12" HDPE6"PVC
12" HDPE18" RCP EX. CONC. WALKSIGN
WxWxINV.=716.02'
N42°25'47"E 660.00'
EX. 8" WATER LINE
EX. 6" WATER LINE
EX. 8" WATER LINE
NO RECORD OF EXISTING EASEMENT
SEE UTILITY PLAN AND PLAT OF EASEMENT
FOR ESTABLISHMENT OF NEW EASEMENT
25' REAR YARD SETBACK
6" PVC
6" PVC
6" PVC
FFE = 724.95'
HEIGHT = +/-28.50'
EX. 20' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. 10' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
725730
735
740
735740740740735740
735
730725
725730735735
725720716720725725721
72
4
720
720
722
723
724 724725
726
724
722
719717LCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LC
G
LCGLCG LCG LCGLCG LCG
LCG
LC
G
LCG
LCG
LCG
LCGLCG
LCG
LCG
LCG
LCG
LCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCG
WASH RACK
TO STR.
A = AC
C =
INLET
0.41
0.70
OP
IP
CIP
CE
TP TP
SF
TO STR.
A = AC
C =
EX. 9
1.24
0.50
TO STR.
A = AC
C =
EX. 9
0.63
0.90
TO STR.
A = AC
C =
EX. 2
11.82
0.71
XXSAF
SAF
SAF SAF
GRAPHICAL SCALE: 1" = 20'
20 10 0 20 40 60 EROSION AND SEDIMENT CONTROL PLAN PHASE 120
C-GC-101.DWG
C-GC-101
1" = 20'
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GC-101.DWG, 2/2/2024 3:44 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GC-101.DWG, 2/2/2024 3:44 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 MATCH LINE SEE SHEET 21
LG-ES1
EROSION/SEDIMENT CONTROL LEGEND
NO. KEY SYMBOL DESCRIPTION
CE
SF3.05
3.02
SILT FENCE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
X X X
STORM DRAIN INLET PROTECTION3.07 IP
OP3.18 OUTLET PROTECTION
PS3.32 PS PERMANENT SEEDING
TREE PROTECTION3.38 TP
DRAINAGE DIVIDES
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
SAF3.01 CONSTRUCTION SAFETY FENCE
CULVERT INLET PROTECTION3.08 CIP
E&S NOTES:
1.SEE SHEET 24 FOR EROSION AND SEDIMENT CONTROL DETAILS.
2.SEE SHEET 19 FOR EROSION AND SEDIMENT CONTROL NOTES.
3.CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM THE PROPERTY.
4.TREE PROTECTION TO BE INSTALLED ON ALL TREES TO REMAIN INSIDE OF THE LIMITS OF WORK.
ADJUST CONSTRUCTION SAFETY FENCE AS NECESSARY TO PROVIDE TREE PROTECTION.
5.LIMITS OF CLEARING AND GRADING DENOTES CONTRACTOR LIMITS OF WORK INCLUDING STAGING,
STORING, AND LAYDOWN MATERIALS. NO LAND DISTURBANCE IS PERMITTED OUTSIDE OF THE LIMITS
DELINEATED ON THIS SHEET.
6.EXECUTE WORK WITHIN VDOT RIGHT-OF-WAY WITH THREE DAY DRY WEATHER FORECAST. IMMEDIATELY
STABILIZE EMBANKMENT WITH EC-3 MATTING FOLLOWING REMOVAL OF VEGETATION PER THE GEOTECH
REPORT.
LCG LIMITS OF CLEARING AND GRADINGLCG
IPF
INV.=713.22'
INV.=713.15'
INV.=712.11'
INV.=711.96'
INV.=712.26'
INV.=714.98'
INV.=713.45'
INV.=712.78'
INV.=712.88'24" CMP(3)-48" CMP
INV.=714.14'
EX. EDGE OF PAVEMENT
EX. EDGE OF PAVEMENT EX. CONC.EX. CURB & GUTTEREX. SCUPPER
EX. SCUPPER
EX. SCUPPER
EX. SCUPPER
EX. ASPHALT
EX. ASPHALT
EX. CONCRETE
EX. RIP-RAP
EX. CURB & GUTTER
EX. EDGE OF PAVEMENT
TOP=717.34
EX.
1
EX.
2
EX.
3
STONEWALL INDUSTRIAL PARK
75' FRONT YARD SETBACK
Wx Wx Wx
EX. FCSA SANITARY
SEWER EASEMENT
INSTR. #060014178
EX. 20' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. RIP-RAP724720720720 716716718719720715715719718718
720
718717715715718719717
714
715
716
718
714
714
715
715
716
717
715
714
715
713
714
LCG LCG LCG LCG LCG LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCG
LCG
LCG
LCG
CIP
OP
SAF
SAF
SAF
SAF
SAF
SF
WASH RACK
CE
XXX X X XSF
SAFSA
CO
EX. SCUPPER
EX. SCUPPER
EX. SCUPPER
EX. SCUPPER
EX. ASPHALT
EX. ASPHALT
EX. ASPHALT
EX. ASPHALT
EX. RIP-RAP
EX. EDGE OF PAVEMENT
INV.=716.74'
INV.=718.12'
18" RCP
SIGN
INV.=716.02'N47°34'13"W 990.00'25' SIDE YARD SETBACK725
725730735
730 727725 725720729 7167177177207
2
5
720
719719718717LCGLCGLCGLCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCG
LCG LCG
CIP
TO STR.
A = AC
C =
EX. 2
11.82
0.71
SAF
SAF
SAF
VIRGIN
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3
GRAPHICAL SCALE: 1" = 20'
20 10 0 20 40 60 DRY POND EROSION AND SEDIMENT CONTROL PLAN PHASE 121
C-GC-101.DWG
C-GC-101
1" = 20'
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GC-101.DWG, 2/2/2024 3:44 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GC-101.DWG, 2/2/2024 3:44 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 MATCH LINE SEE SHEET 20
MATCH LINE SEE THIS SHEET
MATCH LINE SEE THIS SHEET
LG-ES1
EROSION/SEDIMENT CONTROL LEGEND
NO. KEY SYMBOL DESCRIPTION
CE
SF3.05
3.02
SILT FENCE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
X X X
STORM DRAIN INLET PROTECTION3.07 IP
OP3.18 OUTLET PROTECTION
PS3.32 PS PERMANENT SEEDING
TREE PROTECTION3.38 TP
DRAINAGE DIVIDES
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
SAF3.01 CONSTRUCTION SAFETY FENCE
CULVERT INLET PROTECTION3.08 CIP
E&S NOTES:
1.SEE SHEET 24 FOR EROSION AND SEDIMENT CONTROL DETAILS.
2.SEE SHEET 19 FOR EROSION AND SEDIMENT CONTROL NOTES.
3.CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM THE PROPERTY.
4.TREE PROTECTION TO BE INSTALLED ON ALL TREES TO REMAIN INSIDE OF THE LIMITS OF WORK.
ADJUST CONSTRUCTION SAFETY FENCE AS NECESSARY TO PROVIDE TREE PROTECTION.
5.LIMITS OF CLEARING AND GRADING DENOTES CONTRACTOR LIMITS OF WORK INCLUDING STAGING,
STORING, AND LAYDOWN MATERIALS. NO LAND DISTURBANCE IS PERMITTED OUTSIDE OF THE LIMITS
DELINEATED ON THIS SHEET.
6.EXECUTE WORK WITHIN VDOT RIGHT-OF-WAY WITH THREE DAY DRY WEATHER FORECAST. IMMEDIATELY
STABILIZE EMBANKMENT WITH EC-3 MATTING FOLLOWING REMOVAL OF VEGETATION PER THE GEOTECH
REPORT.
LCG LIMITS OF CLEARING AND GRADINGLCG
VIRGIN
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3725730
735
740
735740740740735740
735
730725
725730735735
725720720719LP
L P
L P
LP
RBG TYSON ASSOCIATES LLC &
C/O RBG HOLDINGS LLC
15.0000 ACRES
MAP #43-19-31
INSTR. #210020281
ZONING - M1
EX CONCRETE
EX. ASPHALT
EX. SCREEN WALL
RD
RD
RD
RD
EX.
6
EX.
10 12" HDPE6"PVC
12" HDPE18" RCP
SIGN
WxWxINV.=716.02'
N42°25'47"E 660.00'
EX. 8" WATER LINE
25' REAR YARD SETBACK
6" PVC
6" PVC
6" PVC
FFE = 724.95'
HEIGHT = +/-28.50'
EX. 20' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. 10' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
720725730 721721 722722722 723723724726727728729731
732
733
723724720
721
722
721
722
725
FFE = 724.95'WWW8
7
9
RD7
RD6
RD5
RD4
RD3
TD6
TD5
TD4
TD3
TD2
RD1
TD1
RD2
T4
8A
8B
T1
T2
T3
LCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LC
G
LCGLCG LCG LCGLCG LCG
LCG
LC
G
LCG
LCG
LCG
LCGLCG
LCG
LCG
LCG
LCG
LCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCG
TO STR.
A = AC
C =
RD3
0.07
0.90
CE
TO STR.
A = AC
C =
RD2
0.07
0.90
TO STR.
A = AC
C =
RD4
0.07
0.90
TO STR.
A = AC
C =
RD5
0.07
0.90
TO STR.
A = AC
C =
RD6
0.07
0.90
TO STR.
A = AC
C =
RD7
0.05
0.90
TO STR.
A = AC
C =
9
0.07
0.90
TO STR.
A = AC
C =
8
0.09
0.90
TO STR.
A = AC
C =
EX. 10
0.36
0.30
TO STR.
A = AC
C =
RD1
0.07
0.90
TO STR.
A = AC
C =
EX. 10
0.09
0.90
TO STR.
A = AC
C =
9
0.20
0.31
TO STR.
A = AC
C =
TD6
0.54
0.60
TO STR.
A = AC
C =
TD5
0.09
0.88
TO STR.
A = AC
C =
TD4
0.06
0.90
TO STR.
A = AC
C =
TD3
0.06
0.90
TO STR.
A = AC
C =
TD2
0.06
0.90
TO STR.
A = AC
C =
TD1
0.06
0.90
TO STR.
A = AC
C =
EX. 2
11.89
0.71
SF
XXSAF
OP
CIP
TP TP
WASH RACK
IP
IPPS
PS PS
PS
PS
PS
PS
SAF
SAF SAFSAF
OP
OP
OP
RIP RAP DIMENSIONS
WIDTH AT SCUPPER = 4'
LENGTH = 10'
TOE WIDTH = 12'
SIZE D50 = 6"
RIP RAP DIMENSIONS
WIDTH AT SCUPPER = 4'
LENGTH = 10'
TOE WIDTH = 12'
SIZE D50 = 6"
SEE DETAIL 'H' ON SHEET 24
FOR RIP RAP DIMENSIONS
GRAPHICAL SCALE: 1" = 20'
20 10 0 20 40 60 EROSION AND SEDIMENT CONTROL PLAN PHASE 222
C-GC-102.DWG
C-GC-102
1" = 20'
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GC-102.DWG, 2/2/2024 3:44 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GC-102.DWG, 2/2/2024 3:44 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 MATCH LINE SEE SHEET 21
LG-ES1
EROSION/SEDIMENT CONTROL LEGEND
NO. KEY SYMBOL DESCRIPTION
CE
SF3.05
3.02
SILT FENCE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
X X X
STORM DRAIN INLET PROTECTION3.07 IP
OP3.18 OUTLET PROTECTION
PS3.32 PS PERMANENT SEEDING
TREE PROTECTION3.38 TP
DRAINAGE DIVIDES
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
SAF3.01 CONSTRUCTION SAFETY FENCE
CULVERT INLET PROTECTION3.08 CIP
E&S NOTES:
1.SEE SHEET 24 FOR EROSION AND SEDIMENT CONTROL DETAILS.
2.SEE SHEET 19 FOR EROSION AND SEDIMENT CONTROL NOTES.
3.CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM THE PROPERTY.
4.TREE PROTECTION TO BE INSTALLED ON ALL TREES TO REMAIN INSIDE OF THE LIMITS OF WORK.
ADJUST CONSTRUCTION SAFETY FENCE AS NECESSARY TO PROVIDE TREE PROTECTION.
5.LIMITS OF CLEARING AND GRADING DENOTES CONTRACTOR LIMITS OF WORK INCLUDING STAGING,
STORING, AND LAYDOWN MATERIALS. NO LAND DISTURBANCE IS PERMITTED OUTSIDE OF THE LIMITS
DELINEATED ON THIS SHEET.
6.EXECUTE THE WORK FOR THE STORMWATER POND EMBANKMENT RECONSTRUCTION AND POND LINER
IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED IN THE OCTOBER 16TH, 2023 GEOTECHNICAL
ENGINEERING REPORT BY ECS MID-ATLANTIC SIGNED AND SEALED BY SENIOR ENGINEERING
GEOLOGIST NICHOLAS C. BASS.
7.EXECUTE WORK WITHIN VDOT RIGHT-OF-WAY WITH THREE DAY DRY WEATHER FORECAST. IMMEDIATELY
STABILIZE EMBANKMENT WITH EC-3 MATTING FOLLOWING REMOVAL OF VEGETATION PER THE GEOTECH
REPORT.
LCG LIMITS OF CLEARING AND GRADINGLCG
724720720720719720719
720
718719717
714
715
716
718
714
714
715
715
716
717
715
714
715
713
IPF
INV.=713.15'
INV.=712.11'
INV.=711.96'
INV.=712.26'
INV.=714.98'
INV.=713.45'
INV.=712.78'
INV.=712.88'24" CMP(3)-48" CMP
INV.=714.14'
EX. EDGE OF PAVEMENT
EX. EDGE OF PAVEMENT EX. CONC.EX. CURB & GUTTEREX. ASPHALT
EX. ASPHALT
EX. CONCRETE
EX. RIP-RAP
EX. CURB & GUTTER
EX. EDGE OF PAVEMENT
TOP=717.34
EX.
1
EX.
2
EX.
3
STONEWALL INDUSTRIAL PARK
75' FRONT YARD SETBACK
Wx Wx Wx
EX. FCSA SANITARY
SEWER EASEMENT
INSTR. #060014178
EX. 20' DRAINAGE &
UTILITY EASEMENT
DB. 649 PG. 471
EX. RIP-RAP
LCG LCG LCG LCG LCG LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCG
LCG
LCG
LCG
OP
SAF
SAF
SAF
SAF
SAF
SF
WASH RACK
CEXXX
XXXXX X X XSF
SF
OP
OP
OP
OP
RIP RAP DIMENSIONS
WIDTH AT SCUPPER = 4'
LENGTH = 10'
TOE WIDTH = 12'
SIZE D50 = 6"
RIP RAP DIMENSIONS
WIDTH AT SCUPPER = 4'
LENGTH = 10'
TOE WIDTH = 12'
SIZE D50 = 6"
RIP RAP DIMENSIONS
WIDTH AT SCUPPER = 4'
LENGTH = 10'
TOE WIDTH = 12'
SIZE D50 = 6"
RIP RAP DIMENSIONS
WIDTH AT SCUPPER = 4'
LENGTH = 10'
TOE WIDTH = 12'
SIZE D50 = 6"
RIP RAP DIMENSIONS
WIDTH AT SCUPPER = 4'
LENGTH = 10'
TOE WIDTH = 12'
SIZE D50 = 6"
INV. = 713.20'
725
725730735
730 727725 725720729
7207
2
5 719719SA
CO
EX. ASPHALT
EX. ASPHALT
EX. ASPHALT
EX. ASPHALT
EX. EDGE OF PAVEMENT
18" RCP
SIGN
INV.=716.02'N47°34'13"W 990.00'25' SIDE YARD SETBACK7
LCGLCGLCGLCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCG
LCG LCG
CIP
SAF
SAF
SAF
SAF
OP
OP
OP
OP
OP
RIP RAP DIMENSIONS
WIDTH AT SCUPPER = 4'
LENGTH = 10'
TOE WIDTH = 12'
SIZE D50 = 6"
RIP RAP DIMENSIONS
WIDTH AT SCUPPER = 4'
LENGTH = 10'
TOE WIDTH = 12'
SIZE D50 = 6"
RIP RAP DIMENSIONS
WIDTH AT SCUPPER = 4'
LENGTH = 10'
TOE WIDTH = 12'
SIZE D50 = 6"
RIP RAP DIMENSIONS
WIDTH AT SCUPPER = 4'
LENGTH = 10'
TOE WIDTH = 12'
SIZE D50 = 6"
SEE DETAIL 'H' ON SHEET 24
FOR RIP RAP DIMENSIONS
VIRGIN
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3
GRAPHICAL SCALE: 1" = 20'
20 10 0 20 40 60 DRY POND EROSION AND SEDIMENT CONTROL PLAN PHASE 223
C-GC-102.DWG
C-GC-102
1" = 20'
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GC-102.DWG, 2/2/2024 3:44 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GC-102.DWG, 2/2/2024 3:44 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 LG-ES1
EROSION/SEDIMENT CONTROL LEGEND
NO. KEY SYMBOL DESCRIPTION
CE
SF3.05
3.02
SILT FENCE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
X X X
STORM DRAIN INLET PROTECTION3.07 IP
OP3.18 OUTLET PROTECTION
PS3.32 PS PERMANENT SEEDING
TREE PROTECTION3.38 TP
DRAINAGE DIVIDES
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
SAF3.01 CONSTRUCTION SAFETY FENCE
CULVERT INLET PROTECTION3.08 CIP
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GC-102.DWG, 2/2/2024 3:44 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 MATCH LINE SEE SHEET 22
MATCH LINE SEE THIS SHEET
MATCH LINE SEE THIS SHEET
E&S NOTES:
1.SEE SHEET 24 FOR EROSION AND SEDIMENT CONTROL DETAILS.
2.SEE SHEET 19 FOR EROSION AND SEDIMENT CONTROL NOTES.
3.CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM THE PROPERTY.
4.TREE PROTECTION TO BE INSTALLED ON ALL TREES TO REMAIN INSIDE OF THE LIMITS OF WORK.
ADJUST CONSTRUCTION SAFETY FENCE AS NECESSARY TO PROVIDE TREE PROTECTION.
5.LIMITS OF CLEARING AND GRADING DENOTES CONTRACTOR LIMITS OF WORK INCLUDING STAGING,
STORING, AND LAYDOWN MATERIALS. NO LAND DISTURBANCE IS PERMITTED OUTSIDE OF THE LIMITS
DELINEATED ON THIS SHEET.
6.EXECUTE THE WORK FOR THE STORMWATER POND EMBANKMENT RECONSTRUCTION AND POND LINER
IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED IN THE OCTOBER 16TH, 2023 GEOTECHNICAL
ENGINEERING REPORT BY ECS MID-ATLANTIC SIGNED AND SEALED BY SENIOR ENGINEERING
GEOLOGIST NICHOLAS C. BASS.
7.EXECUTE WORK WITHIN VDOT RIGHT-OF-WAY WITH THREE DAY DRY WEATHER FORECAST. IMMEDIATELY
STABILIZE EMBANKMENT WITH EC-3 MATTING FOLLOWING REMOVAL OF VEGETATION PER THE GEOTECH
REPORT.
LCG LIMITS OF CLEARING AND GRADINGLCG
4.5'
10'11.5'
NOTES:
1.ROCK OUTLET PROTECTION
DESIGNED PER PLATE 3.18-3
OF THE VESCH.
2.RIPRAP SIZE D50 = 6".
CONSTRUCTION ROCK OUTLET
PROTECTION AROUND
EXISTING SCUPPER
EROSION AND SEDIMENT CONTROL DETAILS24
C-GC-501.DWG
C-GC-501
SBH
BTV
BTV
CEK
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GC-501.DWG, 2/2/2024 3:44 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 CONSTRUCTION SAFETY FENCEANOT TO SCALE
CULVERT INLET PROTECTIONENOT TO SCALE Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-GC-501.DWG, 2/2/2024 3:44 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 CONSTRUCTION ENTRANCEBNOT TO SCALE
SILT FENCECNOT TO SCALE
INLET PROTECTIONDNOT TO SCALE
TREE PROTECTIONGNOT TO SCALE
PIPE OUTLET PROTECTIONFNOT TO SCALE
CAF CE SF IP
TPOPCIP
ROCK OUTLET PROTECTIONHSCALE: 1" = 10'
VIRGI
N
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3
SIGN 725730
740
735
730725
720725725721
72
4
720
720
722
723
724 724725
726
724
722
719LODLODLODLOD LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODIMPERVIOUS COVER
FOREST/OPEN SPACE
(NONE SHOWN)
LEGEND
LIMITS OF DISTURBANCE
(FOR STORMWATER COMPUTATION
PURPOSES ONLY)
MANAGED TURF
LOD
SYMBOL DESCRIPTION
HYDROLOGIC SOIL GROUP
(PER FREDERICK COUNTY GIS)
(SEE KEYED MAP)
B
D
LIMITS OF WORK
(EXEMPT FROM STORMWATER
COMPUTATION)
LOW
VIRGI
N
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3
SIGN 725730
740
735
730725
720725725721
72
4
720
720
722
723
724 724725
726
724
722
719720725730 721721 722722722 723723724726727728729
731
732
733
723724720
721
722
721
722
725
LODLODLODLOD LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLOD723
LODLODVIRGI
N
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3
723
LODLODVIRGI
N
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3
BC
TYSON DRIVE - ROUTE 863
80' RIGHT-OF-WAY
DB. 733 PG. 517
MBMB
SIGN
SIGN
SIGN LODLOD
LODLOWLOWLOWLOWLOWVIRGIN
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3
PRE & POST-DEVELOPMENT LAND COVER MAPS25
C-CJ-110.DWG
C-CJ-110
AS NOTED
N/A
GORDON
C. LETCHWORTH
K. RYAN
K. RYAN
POST-DEVELOPMENT LAND COVER & DRAINAGE AREA MAPB
PRE & POST-DEVELOPMENT LAND COVER MAPS
PRE-DEVELOPMENT LAND COVER & DRAINAGE AREA MAPA GRAPHICAL SCALE: 1" = 20'
20 10 0 20 40 60 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CJ-110.DWG, 2/2/2024 10:42 AM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 KEYED MAPC
GRAPHICAL SCALE: 1" = 150'
150 75 0 150 300 450
SCALE: 1" = 150'
INSET MAP 1
INSET MAP 2
INSET MAP 1
INSET MAP 2
INSET MAP 1
INSET MAP 2
SCALE: 1" = 20'
SCALE: 1" = 20'
SCALE: 1" = 20'
SCALE: 1" = 20'
VIRGI
N
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3
1
TYSON DRIVE - ROUTE 863
80' RIGHT-OF-WAY
DB. 733 PG. 517
MB
MBMB MB
MBMB
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
EX.1
EX.
2
EX.3
EX.
4
EX.5
EX.6
EX.7
EX.8
EX.9
EX.10
ACACAC
AC
SIGN
SIGN
SIGN
LODLODLOD
LODLODLOWLOWLOWLOWLOWLOWLOWLOW725725750
DRAINAGE DIVIDE
DRAINAGE AREA
LIMITS OF DISTURBANCE
(FOR STORMWATER COMPUTATION
PURPOSES ONLY)
LEGEND
IMPERVIOUS COVER
FOREST/OPEN SPACE
(NONE SHOWN)
MANAGED TURF
#
SYMBOL DESCRIPTION
LOD
LIMITS OF WORK
(EXEMPT FROM STORMWATER
COMPUTATION)
LOW
VIRGI
N
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3
1
8
7
9
RD7
RD6
RD5
RD4
RD3
TD6
TD5
TD4
TD3
TD2
RD1
TD1
RD2
T4
8A
8B
T1
T2
T3
TYSON DRIVE - ROUTE 863
80' RIGHT-OF-WAY
DB. 733 PG. 517
MB
MBMB MB
MBMB
RD
RD
RD
RD
EX.1
EX.2
EX.3
EX.4
EX.5
EX.6
EX.10
ACACAC
AC
SIGN
SIGN
SIGN
720725730 721721 722722722 723723724726727728729731732733
723724720
721
722
721
722
725LODLODLODLOD
LODLOWLOWLOWLOWLOWLOWLOWLOW725725750
PRE & POST-DEVELOPMENT DRIANAGE AREA MAPS26
C-CJ-120.DWG
C-CJ-120
1" = 100'
N/A
GORDON
C. LETCHWORTH
K. RYAN
K. RYAN
POST-DEVELOPMENT DRAINAGE AREA MAPB
PRE & POST-DEVELOPMENT DRAINAGE AREA MAPS
PRE-DEVELOPMENT DRAINAGE AREA MAPA GRAPHICAL SCALE: 1" = 100'
100 50 0 100 200 300 Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CJ-120.DWG, 2/2/2024 10:54 AM, cletchworth VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83
NUTRIENT CREDIT LETTER OF AVAILABILITYB
WATER QUALITY NARRATIVE
THIS APPLICATION INCLUDES THE FOLLOWING TYPES OF LAND DISTURBANCE:
·THE SITE DISTURBANCE IS APPROXIMATELY 1.1 ACRES AND IS DEFINED ON THE PLANS AS “LOD” (LIMITS OF
DISTURBANCE). THE LOD CONSISTS OF THE CONSTRUCTION OF A LOADING DOCK AND ASSOCIATED SITE
IMPROVEMENTS.
·THE LIMITS OF WORK IS APPROXIMATELY 1.0 ACRES AND IS DEFINED ON THE PLANS AS “LOW” (LIMITS OF WORK). THE
LOW INCLUDES THE WORK TO RESTORE THE ORIGINAL LINE AND GRADE AND DESIGN FUNCTION OF THE EXISTING DRY
POND ON THE SITE. PER SECTION 62.1-44.15:34.C.7 OF THE STORMWATER MANAGEMENT ACT, THESE DRY POND
RESTORATION OPERATIONS ARE EXEMPT FROM SWM.
WATER QUALITY REQUIREMENTS
THE SITE LOD IS SUBJECT TO THE REQUIREMENTS OF SECTION 9VAC25-870-63.2.C OF THE VSMP REGULATIONS, AS ADOPTED
BY SECTION 143-165.C OF THE FREDERICK COUNTY STORMWATER/EROSION AND SEDIMENT CONTROL ORDINANCE, FOR
DEVELOPMENT ON PRIOR DEVELOPED LANDS THAT RESULT IN A NET INCREASE IN IMPERVIOUS COVER FROM THE
PRE-DEVELOPMENT CONDITION.
THE LIMITS OF WORK HAS BEEN EXCLUDED FROM THE STORMWATER MANAGEMENT WATER QUALITY ANALYSIS SINCE IT IS AN
EXEMPT ACTIVITY.
WATER QUALITY COMPLIANCE
WATER QUALITY COMPLIANCE IS ACHIEVED THROUGH THE USE OF OFFSITE COMPLIANCE OPTIONS.
PER SECTION 9VAC25-870-69 OF THE VSMP REGULATION, AS ADOPTED BY SECTION 143-165.B.8 OF THE FREDERICK COUNTY
STORMWATER/EROSION AND SEDIMENT CONTROL ORDINANCE, STORMWATER OFFSITE COMPLIANCE OPTIONS MAY BE
UTILIZED TO MEET THE REQUIRED PHOSPHORUS NUTRIENT REDUCTIONS. AS SET FORTH IN SECTION 9VAC25-870-69.A.3, THE
NUTRIENT CREDITS WILL BE PURCHASED FROM THE NONPOINT NUTRIENT OFFSET PROGRAM. PER SECTION SECTION
9VAC25-870-69.B.1;, THE SITE QUALIFIES WITH A SITE DISTURBANCE LESS THAN FIVE (5) ACRES.
THE SITE IS LOCATED WITHIN THE REDBUD RUN-OPEQUON WATERSHED (0207-0004-0903) AND POTOMAC/SHENANDOAH
WATERSHED (0207-0004). THE NUTRIENT CREDIT ELIGIBILITY HAS BEEN EVALUATED PER THE REQUIREMENTS OF SECTION
9VAC25-900-91. THE FIRST ASSESSED RECEIVING WATER IS REDBUD RUN AND IT HAS NOT BEEN ASSESSED FOR AN
APPLICABLE IMPAIRMENT. THEREFORE, THE PURCHASE OF NUTRIENT CREDITS IS NOT SUBJECT TO THE HIERARCHY
ESTABLISHED IN SECTION 9VAC25-900. CREDITS ARE AVAILABLE FROM THE HUC8 WATERSHED, AND A NUTRIENT CREDIT
AVAILABILITY LETTER HAS BEEN PROVIDED ON THIS SHEET FROM A BANK IN THAT WATERSHED.
PER DEQ GUIDANCE MEMO 21-2007, NUTRIENT BANK SERVICES ARE BASED ON THE DATE OF THE NUTRIENT CREDIT
AVAILABILITY LETTER ON THE SUBMITTED STORMWATER MANAGEMENT PLANS FOR REVIEW. SHOULD THE NUTRIENT CREDIT
AMOUNT INCREASE ABOVE THE AVAILABILITY LETTER, OR NUTRIENT CREDITS BE SECURED FROM AN ALTERNATE BANK, A
NEW NUTRIENT CREDIT AVAILABILITY LETTER AND EVALUATION FOR CONFORMANCE WITH THE REQUIREMENTS OF SECTION
9VAC25-900-91 SHALL BE CONDUCTED. NUTRIENT CREDITS SHALL BE SECURED PRIOR TO OBTAINING COVERAGE UNDER THE
DEQ CONSTRUCTION GENERAL PERMIT, ISSUANCE OF A LOCAL SITE DISTURBANCE PERMIT, AND ANY SITE DISTURBANCE.
WATER QUANTITY NARRATIVE
IN THE PRE-DEVELOPMENT AND POST-DEVELOPMENT CONDITION, THE SITE DISTURBANCE DRAINS TO AN EXISTING DRY POND
ON THE SITE. THE DRY POND WAS DESIGNED WITH THE AMENDED SITE PLAN TITLED “PROPOSED BUILDING ADDITION,
NATIONAL WILDLIFE FEDERATION” DATED 12/7/1995. THE SITE IS PROPOSING TO UTILIZE THE EXISTING DRY POND TO SATISFY
THE SITE WATER QUANTITY REQUIREMENTS.
PER DEQ GUIDANCE MEMO NO. 14-2014, THE SITE IS PERMITTED TO USE AN EXISTING STORMWATER MANAGEMENT FACILITY
TO PROVIDE STORMWATER MANAGEMENT CONTROL IF THE LAND-USE ASSUMPTIONS UPON WHICH THE STORMWATER
MANAGEMENT FACILITY WAS DESIGNED AND IMPLEMENTED REMAIN UNCHANGED. A WATERSHED ANALYSIS TO THE EXISTING
DRY POND WAS COMPLETED, SEE SHEET 26. THIS ANALYSIS DEMONSTRATES THAT THE PROPOSED SITE IMPROVEMENTS DO
NOT CHANGE THE INFLOW C-FACTOR OR DRAINAGE AREA INTO THE EXISTING DRY POND. THEREFORE, IT CAN BE CAN BE
CONCLUDED THAT THE LAND USE ASSUMPTIONS UPON WHICH THE STORMWATER MANAGEMENT FACILITY WAS DESIGNED
AND IMPLEMENTED REMAIN UNCHANGED. AS A RESULT, PER THE DEQ MEMO THE SITE IS PERMITTED TO USE THE
STORMWATER MANAGEMENT FACILITY FOR WATER QUANTITY COMPLIANCE.
PER SITE VISITS ON 11/1/22 AND 2/15/23 AND REVIEW OF THE EXISTING TOPOGRAPHIC SURVEY, THE DRY POND DOES NOT
APPEAR TO BE CURRENTLY FUNCTIONING PER THE ORIGINAL DESIGN. THE DRY POND FOOTPRINT AND EMBANKMENT HAS
BECOME OVERGROWN WITH WOODY VEGETATION AND THE DESIGN STORAGE CAPACITY APPEARS TO HAVE BEEN REDUCED
THROUGH SEDIMENTATION OVER TIME.
THIS PLAN PROPOSES TO RESTORE THE ORIGINAL DRY POND CAPACITY TO PROVIDE THE REQUIRED WATER QUANTITY
CONTROL FOR THE PROPOSED IMPROVEMENTS. THE WOODY VEGETATION WILL BE CLEARED, THE ORIGINAL
STAGE-STORAGE WILL BE REESTABLISHED, THE EMBANKMENT AND EMERGENCY SPILLWAY WILL BE RECONSTRUCTED, AND
THE PRINCIPAL SPILLWAY CONDUIT WILL BE REPAIRED. SEE SHEET 08.Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CJ-130.DWG, 2/2/2024 10:42 AM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 WATER QUALITY COMPUTATIONS
WATER QUALITY COMPUTATIONS27
C-CJ-130.DWG
C-CJ-130
N/A
N/A
GORDON
C. LETCHWORTH
K. RYAN
K. RYAN
NUTRIENT CREDITS SHALL BE PURCHASED PRIOR TO OBTAINING COVERAGE UNDER THE DEQ CONSTRUCTION GENERAL PERMIT, ISSUANCE
OF A FREDERICK COUNTY LAND DISTURBANCE PERMIT, AND ANY SITE DISTURBANCE. THIS AVAILABILITY LETTER CONFIRMS THERE ARE
AVAILABLE CREDITS TO MEET THE SITE WATER QUALITY REQUIREMENTS AT THE TIME OF SITE PLAN APPROVAL FROM AN ELIGIBLE BANK.
SEE COMPUTATIONS ON THIS SHEET FOR THE EXACT NUTRIENT CREDIT PURCHASE AMOUNT. SEE WATER QUALITY NARRATIVE ON THIS
SHEET FOR FURTHER NUTRIENT CREDIT PURCHASE REQUIREMENTS.
STORMWATER SPECIFICATIONS
THESE NOTES APPLY TO THE FOLLOWING STORMWATER MANAGEMENT (SWM) FACILITIES: RECONSTRUCTED DRY POND
SWM SUBMITTAL NOTES
1.CONTRACTOR TO PROVIDE TO THE ENGINEER AND OWNER SUBMITTALS FOR THE FOLLOWING SWM FACILITIES PRODUCTS FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURING/ORDERING. SUBMITTALS
SHALL INCLUDE PRODUCT DATA (NOT TECHNICAL SPECIFICATIONS) AND CURRENT TESTING RESULTS (LESS THAN 3 MONTHS OLD), AS APPLICABLE.
a.POND LINER
b.EMERGENCY SPILLWAY RIPRAP
2.CONTRACTOR TO PROVIDE TO THE ENGINEER AND OWNER A SHOP DRAWING PACKAGE FOR THE FOLLOWING SWM FACILITIES FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURING. THE SHOP DRAWING
PACKAGE SHALL BE SIGNED AND SEALED BY A QUALIFIED, LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF VIRGINIA AND INCLUDE SIGNED AND SEALED CONTRACT DRAWINGS, FABRICATION
DRAWINGS, AND ASSOCIATED STRUCTURAL COMPUTATIONS.
a.PRINCIPAL SPILLWAY SLIP LINING
3.APPROVAL OF THE SITE PLAN DOES NOT GRANT APPROVAL OF ANY STRUCTURAL INFORMATION SHOWN HEREIN. STRUCTURAL INFORMATION IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY.
STRUCTURAL DETAILS SHALL BE INCLUDED IN THE SHOP DRAWING PACKAGE FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURING.
4.ALL SUBMITTED PRODUCTS SHALL MEET THE REQUIREMENTS PER THE DETAILS AND SPECIFICATIONS ON THIS PLAN SET AND PROJECT SPECIFICATIONS. CONTRACTOR SHALL COMPLY WITH ALL PROJECT
SPECIFICATION REQUIREMENTS FOR SUBMISSION OF THESE PRODUCTS OR ADDITIONAL PRODUCT SUBMITTALS TO THE OTHER DESIGN CONSULTANTS.
SWM INSTALLATION NOTES
1.CONTRACTOR SHALL STRICTLY ADHERE TO THE CONSTRUCTION SEQUENCING AND CONSTRUCTION INSPECTION PROCESS FROM THE COUNTY INSPECTOR AND CERTIFYING ENGINEER FOR THE
RECONSTRUCTION OF THE DRY POND, AS DISCUSSED IN THE PRE-CONSTRUCTION MEETING.
2.CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S REQUIREMENTS FOR THE INSTALLATION OF ANY PROPRIETARY PRODUCTS.
3.CONTRACTOR SHALL ADHERE TO ALL GEOTECHNICAL REQUIREMENTS AS OUTLINED IN THE GEOTECHNICAL REPORT ISSUED BY ECS, DATED 10/16/2023, INCLUDING SPECIAL ATTENTION TO ALL DRY POND
REQUIREMENTS IN SECTION 5.6 OF THE REPORT.
SWM INSPECTION NOTES
1.THE RECONSTRUCTED DRY POND SHALL BE CONSTRUCTED UNDER THE SUPERVISION OF A COUNTY INSPECTOR AND CERTIFYING ENGINEER. THE CERTIFYING ENGINEER SHALL BE A QUALIFIED LICENSED
PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF VIRGINIA MEETING THE EXEMPTION REQUIREMENTS OF THE CODE OF VIRGINIA WITH EXPERTISE IN DRY POND FACILITY DESIGN.
a.A QUALIFIED GEOTECHNICAL ENGINEER SHALL INSPECT AND CERTIFY THE POND EMBANKMENT, PRINCIPAL SPILLWAY, EMERGENCY SPILLWAY, AND EXCAVATION/LINER, SUBGRADE, BACKFILL.
b.A QUALIFIED CIVIL ENGINEER SHALL INSPECT AND CERTIFY THE STORAGE AND ELEVATIONS OF THE SWM FACILITY.
2.THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE COUNTY INSPECTOR, CERTIFYING ENGINEER, ENGINEER OF RECORD (IF NOT THE CERTIFYING ENGINEER), OWNER, AND THE
GEOTECHNICAL ENGINEER PRIOR TO COMMENCING ANY WORK ON THE DRY POND RECONSTRUCTION.
3.THE COUNTY INSPECTOR AND CERTIFYING ENGINEER SHALL OBSERVE AND DOCUMENT ALL STAGES OF THE FACILITY CONSTRUCTION AS OUTLINED IN THE CONSTRUCTION SEQUENCE AND AS ESTABLISHED
DURING THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR IS RESPONSIBLE FOR ALL NOTIFICATION TO THE COUNTY INSPECTOR AND CERTIFYING ENGINEER AT LEAST 72 HOURS PRIOR TO EACH
REQUESTED INSPECTION.
4.THE CONTRACTOR SHALL OBTAIN AND PROVIDE ALL REQUESTED AS-BUILT INFORMATION FOR THE INTERNAL LAYERS OR COMPONENTS THAT WILL NOT BE ACCESSIBLE AFTER INSTALLATION TO THE COUNTY
INSPECTOR AND CERTIFYING ENGINEER. THE CONTRACTOR SHALL PROVIDE ALL REQUESTED DELIVERY TICKETS AND FIELD TESTING RESULTS TO THE COUNTY INSPECTOR AND CERTIFYING ENGINEER.
5.THE CONTRACTOR SHALL NOTIFY THE COUNTY INSPECTOR, CERTIFYING ENGINEER, ENGINEER OF RECORD, AND OWNER OF ANY DEVIATIONS FROM THE APPROVED PLANS FOR REVIEW AND APPROVAL
PRIOR TO INSTALLATION.
6.THESE INSPECTIONS DO NOT RELIEVE THE CONTRACTOR FROM INSTALLING RECONSTRUCTED DRY POND IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND CONTRACT DRAWINGS, AND IN
ACCORDANCE WITH INDUSTRY STANDARDS, MEANS, AND METHODS. THESE INSPECTIONS DO NOT RELIEVE THE SITE AS-BUILT REQUIREMENTS RELATED TO THE STORM SEWER AND/OR STORMWATER
MANAGEMENT FACILITIES.
SWM AS-BUILT NOTES
GENERAL
1.THE CONTRACTOR SHALL OBTAIN ANY SWM FACILITY AS-BUILT INFORMATION THAT WILL NOT BE ACCESSIBLE AFTER CONSTRUCTION IS COMPLETE, INCLUDING, BUT NOT LIMITED TO, EMBANKMENT CORES
AND PRINCIPAL SPILLWAY SLIP LINING.
2.A SWM AS-BUILT IS REQUIRED. THE SWM AS-BUILT SHOULD MINIMALLY INCLUDE THE FOLLOWING INFORMATION:
a.LOCATIONS OF ALL STORM SEWER WITH MATERIALS, SIZES, LENGTHS, SLOPES, AND INVERTS
b.TOPOGRAPHIC SURVEY OF THE RECONSTRUCTED DRY POND, INCLUDING INFORMATION ON THE PRINCIPAL AND EMERGENCY SPILLWAY MATERIALS, SIZES, LENGTHS, SLOPES, AND INVERTS
c.ANY OTHER APPLICABLE COUNTY AS-BUILTS REQUIREMENTS
d.SIGN AND SEAL BY A LICENSED SURVEYOR OR LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF VIRGINIA.
3.A SWM CERTIFICATION IS REQUIRED FOR THE SWM FACILITIES. THE SWM CERTIFICATION SHALL CERTIFY THAT THE RECONSTRUCTED DRY POND HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE
APPROVED PLANS AND SPECIFICATIONS AND MINIMALLY INCLUDING THE FOLLOWING:
a.CONSTRUCTION PICTURES FOR ALL MILESTONES OF SWM FACILITY INSTALLATION
b.MATERIAL DELIVERY TICKETS
c.OTHER SUPPORTING DOCUMENTATION
i.INSPECTION REPORTS BY OTHERS
d.SIGN AND SEAL BY A LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF VIRGINIA
4.PER THE DEQ CONSTRUCTION GENERAL PERMIT NOTICE OF TERMINATION REQUIREMENTS, AN ENGINEER'S CERTIFICATION IS REQUIRED TO BE COMPLETED AND SUBMITTED WITH THE NOTICE OF
TERMINATION. SEE ENGINEER'S CERTIFICATION ON THIS SHEET.
5.THE CONSTRUCTION GENERAL PERMIT NOTICE OF TERMINATION SHALL NOT BE SUBMITTED UNTIL THE SWM AS-BUILT AND SWM CERTIFICATION ARE APPROVED BY THE COUNTY.
SWM MAINTENANCE NOTES
1.THE OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE RECONSTRUCTED DRY POND.
2.THE RECONSTRUCTED DRY POND SHALL BE INSPECTED PERIODICALLY (AT LEAST ANNUALLY) TO DOCUMENT MAINTENANCE AND REPAIR NEEDS.
3.SEE ROUTINE MAINTENANCE ITEMS ON THIS SHEET.Gordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\C-CJ-140.DWG, 2/2/2024 10:42 AM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 STORMWATER SPECIFICATIONS28
C-CJ-140.DWG
C-CJ-140
N/A
N/A
GORDON
C. LETCHWORTH
K. RYAN
K. RYAN
DEQ CONSTRUCTION GENERAL PERMIT ENGINEER'S CERTIFICATION
VIRGIN
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3
TYSON DRIVE - ROUTE 863
80' RIGHT-OF-WAY
DB. 733 PG. 517
SA
CO
MB
MBMB MB
LP
MBMB
LP
LP
LP
LP
LP
LP
LP
LP
LP
OHEC
TEL
BX
TR
TR
TR
TR
TR
TEL
BX
RD
RD
RD
RD
EX.1
EX.2
EX.3
EX.4
EX.5
EX.6
EX.
10
WV
ACACAC
C
E
TR
E
AC
E
SIGN
SIGN
SIGN
WxWxWx75' FRONT YARD SETBACK
25' REAR YARD SETBACK
25' SIDE YARD SETBACK25' SIDE YARD SETBACKWx Wx Wx Wx WxWxWxWx719718718717718
719
720
721
722
723
7
2
4
725 725720720722723724720722723724723724
725
728
729725
724725732730724 725
730
735
735
732
732
734 735736732725730
735
740
740
740
735 741745740735735740740740735740
735
730725
725730735740745739738735730730735
735
740
740
73
5 730727
725 725720729
730
716717717720725
724720720720716716718719720720720725725721
72
4
720
720
722
723
724 724725726
724
722
71971971872071571571
9 720718718720
718717715715718719717
714715 716
718 718 717
717
718
718
715715
720720 7
2
1
722
724
723
723
722
724
721
724
722
716
719718720716
716
720
714714715
715
716
717715
714715
713
714 717LCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCG
LC
G
LCG
LCGLCG
LCG
LCG
LCG
LCG
LCG LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCG
LCG LCG
LCG
LCG
LCG
LCG
LCG
LCG
(1) GB
3" Cal.
(2) QC
3" Cal.
(3) NS
3" Cal.
(3) LS
3" Cal.
(3) QP
3" Cal.
(3) AR
3" Cal.
(3) QP
3" Cal.
(3) TA
3" Cal.
(3) NS
3" Cal.
(3) QC
3" Cal.
(3) AR
3" Cal.
(3) QC
3" Cal.
(3) TA
3" Cal.
(3) NS
3" Cal.
(5) QP
3" Cal.
(3) NS
3" Cal.
(3) QC
3" Cal.
(2) AR
3" Cal.
(2) QP
3" Cal.
(3) TA
3" Cal.
(2) QP
3" Cal.
(2) AR
3" Cal.
(3) TA
3" Cal.
(1) GB
3" Cal.
(1) GB
3" Cal.
(1) GB
3" Cal.
(4) LS
3" Cal.
(4) GB
3" Cal.
LEGEND
IMPERVIOUS SURFACE
PARKING AREA
PROPOSED TREE
PROPOSED INTERIOR
PARKING TREE
EXISTING INTERIOR
PARKING TREE
LANDSCAPE PLAN OVERALL29
L-LS-101.DWG
L-LS-101
1" = 20'
SBH
BTV
BTV
CEKGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\L-LS-101.DWG, 2/2/2024 1:57 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 LAN
DSCAPE A R C H ITECTLic. No. 000851
DOUGLAS L. KOESERCOMMONWEALTHOF
VI
R
GI
NIASHEET 30
SHEET 31
GRAPHICAL SCALE: 1" = 60'
60 30 0 60 120 180
IPF
SA
CO
LP
LP
LP
LP
LP
TR
TR
RD
RD
RD
RD
EX.
5
EX.
6
EX.
10
C
E
AC
E
SIGN
WxWxN42°25'47"E 660.00'WxWxWx724
729725
724725732730724
725
730
735
735
732
732
734 735736732725730
735
740
740
740
735 741745735740740740735740
735
730725
725730735745730735
72572071671771772072
5
720720725725721
72
4
720
720
722
723
724 724725
726
724
722
719719718717LCGLCG
LCGLCGLCGLCGLCGLCGLCGLCG
LCG LCGLCGLCGLCGLCGLCGLCGLCG LCG LCG
LCG LCG
LCG LCG
LC
G
LCG
LCG
LCGLCG
LCG
LCG
LCG
LCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCG
(1) GB
3" Cal.
(2) QC
3" Cal.
(3) NS
3" Cal.
(3) LS
3" Cal.
(3) QP
3" Cal.
(3) AR
3" Cal.
(3) QP
3" Cal.
(3) TA
3" Cal.
(3) NS
3" Cal.
(3) QC
3" Cal.
(3) AR
3" Cal.
(3) QC
3" Cal.
(3) TA
3" Cal.
(1) GB
3" Cal.
(4) LS
3" Cal.
(4) GB
3" Cal.
LEGEND
IMPERVIOUS SURFACE
PARKING AREA
PROPOSED TREE
PROPOSED INTERIOR
PARKING TREE
EXISTING INTERIOR
PARKING TREE
VIRGIN
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3LANDSCAPE PLAN30
L-LS-101.DWG
L-LS-101
1" = 20'
SBH
BTV
BTV
CEKGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\L-LS-101.DWG, 2/2/2024 1:57 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 G:\PROJECT\ENGIN\3611\0101\PLANS\L-LS-101.DWG, 2/2/2024 1:57 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 MATCH LINE SEE SHEET 31
GRAPHICAL SCALE: 1" = 30'
30 15 0 30 60 90 LAN
DSCAPE A R C H ITECTLic. No. 000851
DOUGLAS L. KOESERCOMMONWEALTHOF
VI
R
GI
NIA
IPFIPF
TYSON DRIVE - ROUTE 863
80' RIGHT-OF-WAY
DB. 733 PG. 517
MB
MBMB MB
LP
MBMB
LP
LP
LP
LP
OHEOHEOHEC
TEL
BX
TR
TR
TR
TR
TEL
BX
EX.
3
EX.
4
EX.
5
WV
ACACAC
TR
E
AC
E
SIGN
SIGN WxWxWxWxWxN47°34'13"W 990.00'S42°25'47"W 660.00'S47°34'13"E 990.00'Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWx719718
718717
718
719
720
721
722
723
7
2
4
725
725720720724720722723724723717717720720720716716718719720720719718715715719 720718718718717715715718719717
714
715
716
718 718 717
717
718
718
715
715
720720 7
2
1
722
724
723
723
722
724
721
724
722
716
718720716
716
720
714
714
715
715
716
717715
714
715
713
714 LCGLCG
LCGLCG
LCG LCG LCG LCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCG
LCG
LCG
LCG
LCG
LCG
LCG
(3) QC
3" Cal.
(3) TA
3" Cal.
(3) NS
3" Cal.
(5) QP
3" Cal.
(3) NS
3" Cal.
(3) QC
3" Cal.
(2) AR
3" Cal.
(2) QP
3" Cal.
(3) TA
3" Cal.
(2) QP
3" Cal.
(2) AR
3" Cal.
(1) GB
3" Cal.
(1) GB
3" Cal.
LEGEND
IMPERVIOUS SURFACE
PARKING AREA
PROPOSED TREE
PROPOSED INTERIOR
PARKING TREE
EXISTING INTERIOR
PARKING TREE
VIRGIN
I
A
S
T
A
T
E
G
R
I
D
N
O
R
T
H
-
N
A
D
8
3LANDSCAPE PLAN31
L-LS-101.DWG
L-LS-101
1" = 20'
SBH
BTV
BTV
CEKGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\L-LS-101.DWG, 2/2/2024 1:57 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 LAN
DSCAPE A R C H ITECTLic. No. 000851
DOUGLAS L. KOESERCOMMONWEALTHOF
VI
R
GI
NIAMATCH LINE SEE SHEET 30
GRAPHICAL SCALE: 1" = 30'
30 15 0 30 60 90 LAN
DSCAPE A R C H ITECTLic. No. 000851
DOUGLAS L. KOESERCOMMONWEALTHOF
VI
R
GI
NIA
PLANTING HOLE
2-3X WIDTH OF
ROOT BALL
SOIL PEDESTAL
UNDISTURBED
NOTES:
1. STAKING AND GUYING MAY BE
REQUIRED TO COUNTER HIGH WINDS,
SOIL SETTLEMENT, STEEP SLOPES,
VANDALISM, OR OTHER CONDITIONS
THREATENING TREE HEALTH OR
SUITABLE GROWTH PATTERNS.
2. AT TIME OF PLANTING PRUNE ONLY
CROSSING LIMBS, BROKEN OR DEAD
BRANCHES, AND ANY BRANCHES THAT
POSE A HAZARD TO PEDESTRIANS.
3" (7.5 CM) TEMPORARY SOIL SAUCER
TOP OF ROOTBALL TO BE SET 10%
ABOVE THE LEVEL OF
SURROUNDING SOIL
REMOVE ALL WIRE, PLASTIC,
ROPE, AND BURLAP (NATURAL AND
SYNTHETIC) FROM TOP HALF OF ROOT
BALL AND FROM SITE. IF CONTAINER
GOWN, REMOVE CONTAINER AND CUT
CIRCLING ROOTS.
BACKFILL WITH 1/2 CLEAN EXISTING
SOIL, 1/4 CERTIFIED TOPSOIL, AND 1/4
ORGANIC MATERIAL APPROVED BY
THE LANDSCAPE ARCHITECT
REMOVE TAGS, LABELS, AND PLASTIC
SLEEVING. DO NOT STAKE UNLESS
SPECIFIED (SEE NOTE). DO NOT WRAP
TRUNK.
PRUNE SUCKERS
3" (7.5 CM) MULCH, DO NOT PLACE MULCH
ADJACENT TO TRUNK
THREE STRANDS OF GALVANIZED WIRE
GUY 12 GAUGE. ALLOW FOR SLIGHT
AMOUNT OF MOVEMENT.
8 FT x 2 IN x 2 IN (2.4 M x 5 CM x 5 CM)
HARDWOOD STAKE, 2 FT-6 IN (0.8 M)
MIN. BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN. 18 IN
(46 CM) OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL.
INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
PLAN VIEW OF
GUYING WIRE LAYOUT
12 GAUGE GALVANIZED WIRE
THREE 2 IN x 2 IN (5 CM x 5 CM)
HARDWOOD STAKES
DECIDUOUS TREE PLANTING DETAIL
LANDSCAPE CALCULATIONS AND DETAILS32
L-LS-101.DWG
L-LS-101
1" = 20'
SBH
BTV
BTV
CEKGordon4501 Daly DriveChantilly, VA 20151Phone: 703-263-1900www.gordon.us.comPROGRAMMING AND PLANNINGCIVIL ENGINEERINGLANDSCAPE ARCHITECTURESURVEY AND MAPPINGSECURITY CONSULTINGCOPYRIGHT . NO REPRODUCTION OR USE OF THIS DRAWING IS ALLOWED IN PART OR IN WHOLE BY ANY PROCESS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM GORDON US, LLC (GORDON)REVISIONS
NUMBER DATE DESCRIPTIONSEAL:
NUMBER:
NCS:
CADD:
JOB:
PLAN:
HORIZ:
VERT:
Gordon
SCALE:
DATE:
SUR:
DRW:
DES:
CHK:2022310 TYSON DRIVEFINAL SITE PLAN310 TYSON DRIVEFREDERICK COUNTY, VIRGINIA32
3611-0101
FINAL SITE PLAN
FEBRUARY 2024
G:\PROJECT\ENGIN\3611\0101\PLANS\L-LS-101.DWG, 2/2/2024 1:57 PM, bvellozzi VERT. DATUM: NAVD 88 HORIZ. DATUM: NAD 83 LANDSCAPE PLANTING DETAILS
NOTES:
1.THERE IS NO BUFFER REQUIREMENT FOR THIS SITE, DUE TO ADJACENT
PARCELS BEING ZONED M1, RESULTING IN AN M1 TO M1 LAND USE BUFFER.
2.ALL LANDSCAPING WILL CONFORM TO THE REQUIREMENTS AND BE IN
GENERAL CONFORMANCE WITH THE FREDERICK COUNTY ZONING ORDINANCE
§165-203.01B
3.ALL LAWN AREAS WILL BE SEEDED. TALL FESCUE MIXTURE SHALL BE USED IN
MOST AREAS. THE MIXTURE IS TO BE 80% CERTIFIED TURF-TYPE TALL FESCUE,
10% CERTIFIED BLUEGRASS, AND 10% PERENNIAL RYEGRASS. SUBSTITUTION
OF SEED TYPE OR PERCENT ONLY ON APPROVAL OF OWNER/LANDSCAPE
ARCHITECT. SEED TO BE FREE OF NOXIOUS WEED SEED. REFER TO THE
MARYLAND-VIRGINIA TURFGRASS VARIETY RECOMMENDATION WORK GROUP
FOR CATEGORY 1 TALL FESCUE AND KENTUCKY BLUEGRASS TURF VARIETY
RECOMMENDATIONS.
4.NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS.LAN
DSCAPE A R C H ITECTLic. No. 000851
DOUGLAS L. KOESERCOMMONWEALTHOF
VI
R
GI
NIA*EIGHT (8) TREES ARE USED FOR INTERIOR PARKING REQUIREMENT